Attachment H- CCFEC ProjMan.pdf
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- Solicitation number
- S-C01010-00007195
- Issued by
- Clackamas County, Canyonville City, Oregon
About this file
Attachment H- CCFEC ProjMan.pdf is a document related to Bid #2023-54 Clackamas County Fairgrounds Multiuse Building, a contract opportunity issued by Clackamas County, Oregon. The project involves the construction of a multiuse building at the Clackamas County Fairgrounds. The sealed bids are due by July 13, 2023, at 2:00 PM Pacific Time, at the specified bid submission location. The contract term and any renewal options are not provided in the available information.
The document does not contain details on pricing terms, set asides, incumbents, funding requirements and sources, or other salient commercial information. The available information is limited to the project overview and bid submission details.
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CLACKAMAS COUNTY FAIRGROUNDS
MULTI-PURPOSE BUILDING
694 NE 4th Avenue Canby, Oregon 97013
PROJECT MANUAL
BID SET
Project Number: 222033 May 5, 2023
Clackamas County Fair Company 694 NE 4th Avenue
Oregon City, Oregon 97013
720 NW Davis Suite 300 Portland, Oregon 97209
503.221.1121 503.221.2077
Clackamas County Fairgrounds Table of Contents: 00 0110 Multi-Purpose Building Page 1
LRS Architects, Inc.
DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS
00 0110 Table of Contents
AVAILABLE INFORMATION
00 3132 Geotechnical Data
Geotechnical Investigation Report
Geotechnical Infiltration Report
BIDDING REQUIREMENTS
00 2110 Instructions to Bidders - CCFEC Project General Specifications
DIVISION 01 GENERAL REQUIREMENTS
01 1100 Summary of Work
01 2300 Alternates
01 2500 Substitution Procedures
Substitution Request Form
01 2600 Contract Modification Procedures
01 2900 Payment Procedures
01 3100 Project Management and Coordination
01 3300 Submittal Procedures
01 3573 Delegated Design Procedures
01 4200 Definitions and Reference Standards
01 4500 Quality Control
01 4533 Air-Barrier Testing Procedures
01 5000 Temporary Facilities and Controls
01 6000 Product Requirements
01 7329 Cutting and Patching
01 7400 Cleaning
01 7419 Construction Waste Management
01 7700 Closeout Procedures
DIVISION 02 EXISTING CONDITIONS
02 4119 Selective Demolition
DIVISION 03 CONCRETE
03 3000 Cast-In-Place Concrete
03 3511 Concrete Floor Finishes
DIVISION 04 MASONRY
04 2613 Masonry Veneer
DIVISION 05 METALS
05 1200 Structural Steel Framing
05 3100 Steel Decking
05 4000 Cold-Formed Metal Framing
Multi-Purpose Building Page 2
05 5000 Metal Fabrications
05 5100 Metal Stairs
05 5133 Metal Ladders
05 5305 Metal Gratings and Floor Plates
DIVISION 06 WOOD, PLASTICS, AND COMPOSITES
06 1053 Miscellaneous Rough Carpentry
06 4110 Architectural Casework
06 6415 Plastic Laminate Protective Paneling
06 8316 Fiberglass Reinforced Paneling
DIVISION 07 THERMAL AND MOISTURE PROTECTION
07 1900 Water Repellents
07 2100 Thermal Insulation
07 2500 Weather Barriers
07 6200 Sheet Metal Flashing and Trim
07 6500 Self-Adhered Membrane Flashing
07 7200 Roof Accessories [Roof Hatch]
07 9200 Joint Sealants
DIVISION 08 DOORS AND WINDOWS
08 1113 Hollow Metal Doors and Frames
08 1416 Flush Wood Doors
08 3100 Access Doors and Panels
08 3323 Overhead Coiling Doors
08 4313 Aluminum-Framed Storefronts
08 5660 Transaction Window
08 6200 Unit Skylights
08 7100 Door Hardware
08 8000 Glazing
DIVISION 09 FINISHES
09 2116 Gypsum Board Assemblies
09 3000 Tiling
09 6513 Resilient Base and Accessories
09 9113 Exterior Painting
09 9123 Interior Painting
DIVISION 10 SPECIALTIES
10 1400 Signage
10 2113 Metal Toilet Compartments
10 2613 Corner Guards
10 2813 Toilet Accessories
10 4400 Fire Protection Specialties
DIVISION 11 EQUIPMENT
11 8129 Facility Fall Protection
Multi-Purpose Building Page 3
DIVISION 12 FURNISHINGS
12 3600 Countertops
DIVISION 13 SPECIAL CONSTRUCTION
13 3419 Metal Building Systems
DIVISION 21 FIRE SUPPRESSION
21 0000 Fire Suppression Basic Requirements
21 0500 Common Work Results for Fire Suppression
21 1300 Fire Suppression Sprinkler Systems
DIVISION 22 PLUMBING
22 0000 Plumbing Basic Requirements
22 0513 Common Motor Requirements for Plumbing Equipment
22 0516 Expansion Fittings and Loops for Plumbing Piping
22 0519 Plumbing Devices
22 0523 General-Duty Valves for Plumbing Piping
22 0529 Hangers and Supports for Plumbing Piping and Equipment
22 0548 Vibration and Seismic Controls for Plumbing Piping and Equipment
22 0553 Identification for Plumbing Piping and Equipment
22 0593 Testing Adjusting, and Balancing for Plumbing
22 0700 Plumbing Insulation
22 1000 Plumbing Piping
22 1113 Facility Water Distribution Piping
22 1313 Facility Sanitary Sewers
22 1413 Facility Storm Drainage Piping
22 3000 Plumbing Equipment
22 4000 Plumbing Fixtures
Multi-Purpose Building Page 4
DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 0000 Heating, Ventilating, and Air-Conditioning (HVAC) Basic Requirements
23 0529 Hangers and Supports for HVAC Piping and Equipment
23 0548 Vibration and Seismic Controls for HVAC Equipment
23 0553 Identification for HVAC Piping, Ductwork and Equipment
23 0593 Testing, Adjusting, and Balancing for HVAC
22 0700 HVAC Insulation
23 0900 Instrumentation and Control Performance Specifications
23 0913 Variable Frequency Drives
23 1123 Facility Fuel – Natural Gas Piping and Systems
23 2113 HVAC Piping
23 3100 HVAC Ducts and Casings
23 3300 Air Duct Accessories
23 3400 HVAC Fans
23 3600 Air Terminal Units
23 3700 Air Outlets and Inlets
23 7400 Packaged Air Conditioning Units
23 8126 Small Split System and Unitary HVAC Equipment
23 8200 Terminal Heat Transfer Equipment
DIVISION 26 ELECTRICAL
26 0000 Electrical Basic Requirements
26 0509 Equipment Wiring
26 0519 Low-Voltage Electrical Power Conductors and Cables
26 0526 Grounding and Bonding for Electrical Systems
26 0529 Hangers and Supports for Electrical Systems and Equipment
26 0533 Raceways
26 0534 Boxes
26 0543 Electrical Vaults and Underground Raceways
26 0553 Identification for Electrical Systems
26 0573 Electrical Distribution System Studies
26 0805 Electrical Acceptance Testing
26 0810 Building Lighting Acceptance Testing and Documentation
26 0900 Contractors and Control Devices
26 0920 Network Lighting Controls
26 0923 Occupancy and Vacancy Sensors
26 0924 Daylighting Controls
26 2200 Low-Voltage Transformers
26 2413 Switchboards
26 2416 Panelboards
26 2713 Electric Metering
26 2716 Electric Cabinets and Enclosures
26 2726 Wiring Devices
26 2800 Overcurrent Protective Devices
26 2816 Enclosed Switches and Circuit Breakers
26 3100 Photovoltaic Systems
26 3323 Central Battery Equipment
26 4300 Surge Protection Devices
26 5100 Lighting
Multi-Purpose Building Page 5
DIVISION 28 ELECTRONIC SAFETY AND SECURITY
28 0001 Electronic Safety Basic Requirements
28 3100 Fire Detection and Alarm
DIVISION 31 EARTHWORK
31 1000 Site Clearing
31 2000 Earth Moving
31 1216 Asphalt Paving
31 1313 Concrete Paving
31 1373 Concrete Paving Joint Sealants
DIVISION 32 EXTERIOR IMPROVEMENTS
32 1713 Parking Bumpers
32 1723 Pavement Markings
32 3113 Chain Link Fences and Gates
DIVISION 33 UTILITIES
33 0500 Common Work Results for Utilities
33 4200 Stormwater Conveyance
33 4600 Subdrainage
END OF TABLE OF CONTENTS
Clackamas County Fairgrounds Geotechnical Data 00 3132
PART 1 GENERAL
1.1. GEOTECHNICAL DATA
A. Copies of geotechnical report and infiltration testing, with respect to the building site are included herewith and are titled as follows:
1. "Geotechnical Investigation Report- Proposed Clackamas County Fairground and Event Center (CCFEC) Building Site" dated June 30, 2022, and prepared by Landslide Technology; A Division of Cornforth Consultants, Inc.
2. "Geotechnical Infiltration Testing Letter Report - Proposed Clackamas County Fairground and Event Center (CCFEC) Building Site" dated January 4, 2023, and prepared by Landslide Technology; A Division of Cornforth Consultants, Inc.
C. These reports identify properties of below grade conditions and recommendations for the design of foundation systems, but do not warrant subsurface conditions.
D. The recommendations described shall not be construed as a requirement of this Contract, unless specifically referenced in the Contract Documents. These documents and their attachments are not part of the Contract Documents.
E. These reports, by their nature, cannot reveal all conditions that exist on the site. Should subsurface conditions be found to vary substantially from these reports, changes in the design and construction of foundations will be made, with resulting credits or expenditures to the Contract Sum accruing to the Owner.
PART 2 PRODUCTS (NOT APPLICABLE)
PART 3 EXECUTION (NOT APPLICABLE)
END OF DOCUMENT
Clackamas County Fairgrounds Multi-Purpose Building
Summary of Work 01 1100
1.1. SUMMARY
A. Section Includes:
1. Project Information.
2. Contract Description.
3. Work Covered by Contract Documents.
4. Work Phasing
5. Work of Other Contracts.
6. Owner furnished products installed by Contractor.
7. Use of premises.
8. Work restrictions.
9. Specification formats and conventions.
1.2. PROJECT INFORMATION
A. Project Identification: Clackamas County Fairgrounds Multi-Purpose Building
1. Project Location: 694 NE 4th Avenue, Canby, OR 97013
B. Owner: Clackamas County Fair; 694 NE 4th Avenue, Canby, OR 97013
C. Architect: LRS Architects, Inc., 720 NW Davis, Suite 300, Portland, Oregon 97209.
1. Bid (Contract) Documents prepared for the Project by LRS Architects, Inc. are dated May 5, 2023
D. Contractor: To be selected.
E. Construction Management Software Program: Construction Management Software Program may be administered by the selected Contractor for purposes of managing communication and documents during the construction stage.
1. See Section 01 3100, “Project Management and Coordination” for requirements for establishing, administering and using the Construction Management Software Program.
1.3. CONTRACT DESCRIPTION
A. Contract Type: A single prime contract as described in the Owner-Contractor Agreement.
Summary of Work 01 1100
1.4. WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of the Contract includes new construction as indicated in the Drawings and as specified in this Project Manual, including Modifications incorporated into the Contract Documents.
1. Project consists of a one story, Type II-B construction, engineered metal building with mezzanine, A-3,B and S-1 Occupancies, with fire sprinklers.
B. Project will be constructed under a single prime contract.
1.5. WORK PHASING
A. Construction work in stages during the construction period.
1. Stage 1: Sitework, concrete, structural framework and roof panels.
a. Start Date: TBD
b. Completion Date: August 1, 2024.
2. Stage 2: Remainder of work, including concrete slab work for and interior work.
a. Start Date: September 1, 2024.
b. Completion Date: August 1, 2025.
B. Coordinate construction schedule and operations with Owner and Architect.
1.6. WORK UNDER OTHER CONTRACTS
A. Concurrent Work:
1. Owner has or will award separate contract(s) for the following construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract:
a. Equipment identified as OFOI.
b. Furniture.
c. Telecommunication /IT systems.
d. Security system.
e. Moveable partitions
f. Fire rated separation wall at Maintenance Building.
2. Products furnished by Owner and installed by Owner are identified as OFOI (Owner Furnished, Owner Installed).
3. Cooperate fully with separate contractors so that work under other contracts may be carried out smoothly, without interfering with or delaying work of this Contract.
4. Provide access to site and coordinate work according to the General Conditions of the Contract.
B. If Work of other contractors in any way interferes with the Contractor's Work, notify party sufficiently in advance to give reasonable time to make necessary adjustments.
Summary of Work 01 1100
C. If the Contractor's Work in any way interferes with the work of other contractors, notify other party and Owner as soon as possible and modify schedule to accommodate the other party's work, or make other arrangements to accommodate other contractors work as agreed to by Owner.
D. Contractor recognizes that Owner is entitled, under the Contract Documents, to perform Work on site during the course of Contractor's performance, whether by Owner's forces, consultants, or separate contractors.
1.7. OWNER FURNISHED PRODUCTS INSTALLED BY CONTRACTOR
A. Products furnished by Owner for installation by Contractor are identified as OFCI (Owner Furnished, Contractor Installed), and include the following:
1. Equipment, identified as OFCI.
B. Work of this Contract includes providing support systems to receive Owner’s equipment, and mechanical and electrical connections.
C. Owner Responsibilities:
1. To arrange for and deliver necessary shop drawings, product data, and samples to Contractor.
2. To arrange and pay for delivery of Owner furnished items according to Contractor’s Construction Schedule.
3. To inspect delivered products for damage and arrange for replacement of Owner furnished items found to be damaged, defective, or missing.
4. To arrange for manufacturer’s field services and delivery of manufacturer’s warranty to Contractor.
5. To furnish Contractor the earliest possible delivery dates for OFCI products.
D. Contractor Responsibilities:
1. To designate delivery dates of OFCI products in the Contractor’s Construction Schedule, using Owner furnished earliest possible delivery dates for OFCI products.
2. To review shop drawings, product data, and samples and return them to Architect noting discrepancies or problems anticipated in use of product.
3. To be responsible for receiving, unloading, and handling Owner furnished items at the site.
4. To be responsible for protecting Owner furnished items from damage, including damage from exposure to the elements, and to repair or replace items damaged as result of Contractor’s operations.
5. To install and otherwise incorporate Owner furnished items into the Work.
1.8. USE OF PREMISES
A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period.
Summary of Work 01 1100
1. Contractor’s use premises for construction operations is limited only by Owner’s right to perform work or to retain other Contractors on portions of Project.
B. Maintain clear access to project at all times for emergency vehicles, delivery of materials, and Owner and Owner’s employees access.
C. Contractor shall make arrangements with city and county agencies for use of public property for construction purposes and pay all fees required for such use.
D. Contractor is responsible for necessary cleaning and repair of adjacent streets resulting from Contractor's operations.
1.9. WORK RESTRICTIONS
A. On Site Work Hours: Work shall be generally performed inside the existing building during normal business working hours of 7 AM to 7 PM, Monday through Friday, unless otherwise directed and approved by Owner or Authorities Having Jurisdiction.
1. Weekend Hours: As approved by Owner or Authorities Having Jurisdiction.
2. Early Morning Hours: As approved by Owner or Authorities Having Jurisdiction.
3. Hours for Utility Shutdowns: As approved by Authorities Having Jurisdiction.
B. Existing Utility Interruptions: do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:
1. Notify Owner not less than two days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Owner’s written permission.
1.10. SPECIFICATION FORMAT AND CONVENTIONS
A. Specification Format: Specifications are organized into Divisions and Sections using the 50 Division format and The Construction Specifications Institute’s (CSI) “MasterFormat” 2018 Edition numbering system.
1. Division 01 - General Requirements: Sections in this Division govern the execution of Work of all Specifications Sections.
B. 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, as follows:
1. Abbreviated Language:
a. Language used in the Specifications and other Contract Documents is abbreviated.
b. Words and meanings shall be interpreted as appropriate.
c. Words implied, but not stated, shall be inferred as the sense requires.
d. Singular words shall be interpreted as plural, and plural words as singular, where applicable as the context of the Contract Documents indicates.
2. Imperative mood and streamlined language are generally used in the Specifications.
a. Requirements expressed in the imperative mood are to be performed by Contractor.
Summary of Work 01 1100
b. Subjective or indicative language may be used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted.
c. 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.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
End of Section
Clackamas County Fairgrounds Alternates 01 2300
May 5, 2023
LRS Architects, Inc.
PART 1 GENERAL
1.1. SUMMARY
A. This Section includes administrative and procedural requirements for Alternates.
1.2. DEFINITIONS
A. Alternate: An amount proposed by bidders and stated on Bid Form for certain work defined in Bidding Requirements that may be added to or deducted from Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.
1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.
2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.
1.3. PROCEDURES
A. Owner reserves right to select any or all of alternates up to thirty calendar days after award of Contract, unless otherwise stated in Bidding Requirements.
B. Coordination: Modify or adjust of affected adjacent work as necessary to completely integrate work of the alternate into Project.
1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not described as part of alternate.
C. Notification: Immediately following award of the Contract, notify in writing each party involved of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates.
D. Execute accepted alternates under same conditions as other Work of the Contract.
E. Schedule: A Schedule of Alternates is included at the end of this Section. Drawings, and Specification Sections referenced in the schedule, contain requirements and materials necessary to achieve the work described under each alternate.
Clackamas County Fairgrounds Alternates 01 2300
May 5, 2023
LRS Architects, Inc.
PART 2 PRODUCTS (NOT APPLICABLE)
PART 3 EXECUTION
3.1. SCHEDULE OF ALTERNATES
A. Alternate No. 1: Deduct
Base Bid: Section 03 3511 - Concrete Floor Finishes [Conc-2]: Honed and sealed concrete floors for Lobby and Galleries as indicated in the Drawings.
Alternate: Section 03 3000 – Cast-in-Place Concrete: Sealed concrete floors for Lobby and Galleries in lieu of honed/polished system.
B. Alternate No. 2: Deduct
Base Bid: Section 04 2613 – Masonry Veneer: Concrete masonry veneer at base of metal building as indicated in Drawings.
Alternate: Delete concrete masonry veneer base and extend exterior metal wall panel, as specified in Section 13 3419 – Metal Building Systems, down to concrete slab.
C. Alternate No. 3: Deduct
Base Bid: Section 08 6200 – Unit Skylights: Code required insulated unit skylights, on integral curbs, as indicated on the Roof Plan in the Drawings.
Alternate: Delete unit skylights on roof; dependent on appeal approval from Clackamas County building department.
D. Alternate No. 4: Add.
Alternate: Extend sewer line for future restroom along grid line 2 as indicated in Architectural and Plumbing Drawings.
Substitution Procedures 01 2500
1.1. SUMMARY
A. This Section includes procedures for the following:
1. Contractor’s responsibilities concerning substitutions.
2. Substitution requirements during the bidding/negotiating period.
3. Substitutions requested after award of Contract.
4. Substitutions not permitted.
B. Related Sections:
1. Section 01 4200: Definitions and Reference Standards, for applicability of industry standards to products specified.
2. Section 01 6000: Product Requirements, for requirements governing Contractor’s selection of products and product options.
1.2. DEFINITIONS
A. Substitutions: Contractor proposals for changes in products, materials, equipment, and methods of construction required by the Contract Documents made during bidding/negotiating and after award of Contract are considered to be requests for substitution.
1. The following are not considered to be requests for substitution:
a. Revisions to the Contract Documents requested by Owner or Architect.
b. Specified options of products and construction methods included in the Contract
Documents.
c. Contractor’s determination of and compliance with regulations and orders issued by governing authorities.
B. Substitutions accepted during the bidding/negotiating period are accepted by Addendum prior to award of Contract, and thereafter are included in the Contract Documents.
C. Substitution requests that affect cost and/or time accepted after award of contract are accepted only by Change Order, and thereafter are included in the Contract Documents.
1.3. CONTRACTOR’S RESPONSIBILITIES
A. Contractor’s responsibilities for substitution requests made during the bidding/negotiation period after award of Contract are as follows:
1. Fully investigate proposed substitution and determine to be equal or superior in all respects to specified product.
2. Verify substitutions don’t affect dimensions and functional clearances.
3. If applicable, confirm maintenance service and source of replacement parts is available locally or readily obtainable for proposed substitution.
Substitution Procedures 01 2500
4. Make changes in, and coordinate, the Work as may be required to incorporate and install accepted substitutions.
5. Any changes to building design, including engineering design, detailing, and construction costs caused by proposed substitution to be paid by Contractor.
6. Confirm substitution will have no adverse effect on other trades, construction schedule, or specified warranty.
7. Waive all claims for additional costs that subsequently become apparent which are related to substitutions.
1.4. SUBSTITUTION SUBMITTAL PROCEDURES
A. Acceptability of different materials or products shall be determined by methods set forth in this Section.
B. Architect will be sole judge of acceptability of any proposed substitution, and the Owner’s acceptance or denial of any substitution will be final.
PART 2 PRODUCTS
2.1. SUBSTITUTION REQUIREMENTS DURING THE BIDDING/NEGOTIATING PERIOD
A. Submit request for approval of a substitution on LRS Architect, Inc. Substitution Request Form;
Copy included at the end of this Section.
B. All substitution requests must be received in the Architect’s office no less than 10 working days prior to Bid Date, unless otherwise stipulated in the bidding/negotiating instructions.
2.2. SUBSTITUTIONS REQUESTED AFTER AWARD OF CONTRACT
A. Substitutions will normally not be considered after award of Contract, except due to unforeseen circumstances.
B. Architect will receive and consider Contractor’s request for substitution after award of Contract when one or more of the following conditions are satisfied, as determined by the Architect. If the following conditions are not met, Architect will return the requests without action except to record noncompliance with these requirements.
1. The specified product cannot be provided within the Contract time.
a. Architect will not consider the request if the product cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly.
2. The specified product cannot receive necessary approval by a governing authority, and the requested substitution can be approved.
3. The specified product cannot be coordinated with other materials and the Contractor certifies that the proposed substitution can be coordinated.
4. The specified product cannot provide the required warranty and the Contractor certifies that the proposed substitution provides the warranty.
Substitution Procedures 01 2500
5. The requested substitution offers the Owner a substantial advantage in cost, time, or other considerations after deducting additional Owner’s cost of compensation to the Architect for redesign and evaluation services, increased cost of other construction, and similar considerations.
C. Submit request for approval of a substitution on LRS Architects, Inc. Substitution Request Form; Copy included at the end of this Section.
D. Contractor’s submittal and Architect’s acceptance of Shop Drawings, Product Data, or Samples for construction activities not complying with the Contract Documents do not constitute an acceptable or valid request for substitution, nor do they constitute approval.
2.3. SUBSTITUTIONS NOT PERMITTED
A. Substitutions indicated or implied on submitted Shop Drawings or Product Data without first requesting approval in accordance with requirements of this Section.
B. Where manufacturers, products, or systems listed in the Specifications are not followed with “or approved” or “Substitutions: Provide in accordance with requirements of Section 01 2500,” it is intended that substitutions are not permitted.
SUBSTITUTION REQUEST LRS Architects, Inc.
TO:
PROJECT:
SPECIFIED ITEM:
Section Page Paragraph Description
PROPOSED SUBSTITUTION:
Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of request including identifying applicable data portions.
Attached data also includes description of changes to Contract Documents and proposed substitution required for its proper installation.
Undersigned certifies following items, unless modified by attachments, are correct:
1. Proposed substitution does not affect dimensions shown on drawings.
2. Undersigned pays for changes to building design, including engineering design, detailing, and construction costs caused by proposed substitution.
3. Proposed substitution has no adverse effect on other trades, construction schedule, or specified warranty requirements.
4. Maintenance and service parts available locally or readily obtainable for proposed substitution.
Undersigned further certifies function, appearance, and quality of proposed substitution are equivalent or superior to specified item.
Undersigned agrees, if this page is reproduced, terms and conditions for substitutions found in
Bidding Documents apply to this proposed substitution.
Submitted by:
Name (printed or typed) General Contractor (if after award of Contract)
Signature For use by LRS
Firm Name Approved Approved as Noted Not Approved Received Too Late Address By City, State, Zip Date Remarks Date
Telephone Fax
2007 Edition
If After Award of Contract:
Reason for Substitution Request: _______________________________________________________________
List of Attachments:
Contract Modification Procedures 01 2600
1.1. SUMMARY
A. This Section specifies administrative and procedural requirements for handling and processing the following Contract modifications:
1. Requests for Interpretation.
2. Architect’s Supplemental Instructions.
3. Proposal Requests.
4. Construction Change Directives.
5. Change Orders.
B. Related Documents and Sections:
1. Section 01 2500: Substitution Procedures, for administrative procedures for handling request for substitutions made after Contract award.
2. Section 01 7700: Closeout Procedures, for requirements for inclusion of contract modifications in record documents.
1.2. RESPONSIBLE PARTIES
A. Immediately following Contract execution, Owner and Contractor to identify each person who is responsible for executing Change Orders and other modifications to the Contract.
1.3. DEFINITIONS
A. Request for Interpretation (RFI):
1. Written request submitted by Contractor or Owner to Architect on standard form requesting interpretation of Contract documents.
2. An RFI shall only be used as a vehicle for confirming or verifying an issue through an interpretation of the Contract Documents; responses that result in change to Contract Documents and adjustment to Contract Sum and/or Contract Time must be documented in a Change Order.
B. Architect’s Supplemental Instructions (ASI):
1. Architect’s written order of instruction to Contractor, signed by Architect, that authorizes minor changes in Work that do not change Contract Sum or Contract Time.
C. Proposal Request (PR) / Change Order Request (COR):
1. Proposal Request (Initiated by Architect): Written request by Architect to Contractor, as directed by Owner, to quote change to Contract Sum and/or Contract Time for proposed change to Contract Documents.
Contract Modification Procedures 01 2600
2. Change Order Request (initiated by Contractor): Written request by Contractor to Architect and Owner proposing change to Contract Documents accompanied with quotation for change to Contract Sum and/or Contract Time.
D. Construction Change Directive (CCD):
1. Written order prepared by Architect, signed by Owner and Architect, directing Contractor to proceed with change to Contract Documents which affect Contract Sum and/or Contract Time, for subsequent inclusion in a Change Order after change to Contract Sum and/or Contract Time has been determined.
E. Change Order (CO):
1. Prepared by Contractor and signed by Owner, Contractor, and Architect stating their agreement to a change to Contract Documents and adjustment to Contract Sum and/or Contract Time.
1.4. REQUEST FOR INTERPRETATION (RFI):
A. Submit RFIs numbered in sequential order, reviewed by Contractor with respect to Construction Documents, with the following information:
1. Project name and address.
2. Architects name.
3. Contractors name.
4. Date of RFI.
5. Drawing and/or Specification reference.
6. Signature of Contractor’s reviewer.
7. Indicate “URGENT” on RFIs that may cause impact to the project schedule.
B. Architect will receive RFIs only from the Contractor or Owner; Architect will not accept RFIs directly from subcontractors, suppliers, or other entities.
C. Architect will receive only legible, properly prepared RFIs.
1. Illegibly written RFIs, or RFIs with incomplete information, will be returned promptly without action.
2. Architect will review RFIs with respect to Contract Documents and return response within 7 calendar days.
D. Contractor, in being fully familiar with Construction Documents, shall not be relieved of responsibility to coordinate the Work to prevent adverse impact to Project schedule when submitting RFIs to Architect for interpretation of Contract Documents.
1.5. ARCHITECT’S SUPPLEMENTAL INSTRUCTIONS (ASI)
A. Architect’s Supplemental Instructions may include supplementary or revised Drawings and/or Specifications to describe minor changes to Contract Documents.
Contract Modification Procedures 01 2600
1. Proceeding with the Work as indicated in the ASI, indicates acknowledgment that there will be no adjustment in the Contract Sum or Contract Time.
2. If the Contractor believes a change in Contract Sum or Contract Time is required, the Contractor shall notify the Architect and Owner, prior to proceeding with the stated Work.
3. If there is an adjustment in Contract Sum or Contract Time, then a Change Order Request and approval shall be completed in order to proceed with the change.
B. Architect’s Supplemental Instructions will be executed on AIA Form G710, or other similar form designated by Architect.
1.6. PROPOSAL REQUEST (PR)
A. Proposal Request Initiated by Architect:
1. Proposal Request is a request for information only, and is not an instruction or authorization to execute the change, or an order to stop Work in progress.
2. Proposal Request may include supplementary or revised Drawings and/or Specifications to describe a proposed change to Contract Documents.
3. Contractor shall submit cost and/or time quotations to Architect within 10 working days following receipt of Proposal Request.
B. Change Order Request Initiated by Contractor:
1. Change Order Request is for a change in the Work accompanied by a detailed quotation of impact on Contract Sum and/or Contract Time.
2. Change Order Request is a request for information and review only, and does not authorize the Contractor to execute the change or stop Work in progress without the Architect’s and Owner’s authorization.
3. Contractor initiated Change Order Requests may take the form of a “Claim”, where Contractor finds it necessary for proper execution of the Work, to propose a change in the Work that is not shown or indicated in Contract Documents, and may affect Contract Sum and/or Contract Time, which for which no Proposal Request or Construction Change Authorization has been issued by the Architect.
a. Contractor’s determination that Architect’s response to an RFI that affects Contract
Sum and/or Contract Time may be addressed in a Proposal Request.
4. Architect and Owner shall respond to Contractor initiated proposals within 10 working days following receipt of Change Order Request.
1.7. CONSTRUCTION CHANGE DIRECTIVE (CCD)
A. A Construction Change Directive is issued in lieu of a Proposal Request when time is of the essence and change to Contract Sum and/or Contract Time cannot be determined prior to start of the work.
B. A Construction Change Directive is executed on AIA Form G714 or other similar form designated by Architect, and may include supplementary or revised Drawings and/or Specifications to describe change to the Contract Documents.
Contract Modification Procedures 01 2600
C. Both Owner and Architect will sign and date a Construction Change Directive that directs the Contractor to proceed with change to the Contract Documents prior to determination of cost and/or time.
D. Contractor shall submit to Architect itemized change to Contract Sum and/or Contract Time within 10 working days when possible, and no more than 30 calendar days, except for the following conditions:
1. Unit prices have been agreed upon and quantities cannot be determined until work described in the CCD has been completed.
2. Owner has agreed that Contract Sum and/or Contract Time of can be determined at completion of work described in the CCD.
3. When Owner, Architect, and Contractor concur on change to Contract Sum and/or Contract Time, as described in the General Conditions for “Construction Change Directives,” the change to Contract Sum and/or Contract Time will be included in a Change Order.
1.8. CHANGE ORDERS
A. Contractor will prepare each Change Order utilizing AIA Document G701, or other similar form acceptable to Owner.
B. Changes to Project Contract Sum and/or Contract Time listed or indicated in Change Orders shall include or be determined by methods described in the General Conditions, and as follows:
1. Proposal Request/Change Order Request approved for change to Contract Documents by Owner and Architect that have not been converted to a Construction Change Directive.
2. Construction Change Directives where Owner, Architect, and Contractor have agreed to change in Project Contract Sum and/or Contract Time.
3. An approved Change Order Request for an adjustment to the Contract Sum or Contract Time issued by an ASI.
1.9. DOCUMENTATION FOR CONTRACT MODIFICATIONS
A. Cost and Time Quotations: Support quotation for changes in the Work with sufficient substantiating data to allow Architect to evaluate quotation, to include the following:
1. Labor expended in hours and unit cost.
2. Equipment cost.
3. Products, with quantities used and unit cost, including purchase source.
4. Taxes, Insurance, and Bonds.
5. Credit for deleted work where applicable with same documentation as required for cost increases for additional work.
6. Overhead and profit, determined after credits have been deducted from additions.
7. Justification for change in Contract Time.
B. Document requests for Product substitutions according to requirements of Section 01 2500.
Contract Modification Procedures 01 2600
1.10. CORRELATING CHANGE ORDERS WITH OTHER REQUIREMENTS
A. Revise Schedule of Values and Applications for Payment to record each Change Order as separate item of work with adjustment to Contract Sum and Contract Time as described in Section 01 2900, “Payment Procedures.”
B. Revise Construction Schedule to reflect each change in Contract Time.
C. Revise Subschedules to show changes for other items of work affected by modifications to Contract Documents.
D. Record modifications in Record Documents.
Payment Procedures 01 2900
1.1. SUMMARY
A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.
B. Related Sections:
1. Section 01 2600: Contract Modification Procedures, for administrative procedures for handling changes to the Contract.
1.2. SCHEDULE OF VALUES
A. Coordination: Coordinate preparation of the Schedule of Values with preparation of the Contractor’s Construction Schedule.
1. Coordinate line items in the Schedule of Values with other required administrative schedules and forms, including:
a. Application for Payment forms with Continuation Sheets.
b. List of Subcontractors, principle suppliers, and fabricators.
c. Submittals Schedule.
d. Items required to be indicated as separate activities in Contractor’s Construction
Schedule.
2. Submit the Schedule of Values to Architect at earliest possible date but no later than 7 days before date scheduled for submittal of initial Applications for Payment.
B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one-line item for each Specification Section.
1. Identification: Include the following Project identification on the Schedule of Values:
a. Project name and location.
b. Name of the Architect.
c. Architect’s project number.
d. Contractor’s name and address.
e. Date of submittal.
2. Arrange Schedule of Values consistent with format of AIA Document G703.
a. Electronic media printout including equivalent information will be considered in lieu of standard form specified.
b. Forms filled out by hand will not be accepted.
3. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed:
a. Related Specification Section or Division.
b. Description of the Work.
c. Name of subcontractor.
d. Name of manufacturer or fabricator.
e. Name of supplier.
f. Change Orders (numbers) that affect value.
g. Dollar value.
Payment Procedures 01 2900
1) Percentage of Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.
4. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate.
5. Round amounts to nearest whole dollar; the total to equal the Contract Sum.
6. Provide a separate line item for each part of the Work where Applications for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site. Include evidence of insurance or bonded warehousing for items stored off-site.
7. Each item in the Schedule of Values and Applications for Payment shall be complete.
Include total cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items or distributed as general overhead expense, at Contractor’s option.
8. Update and resubmit the Schedule of Values before the next Application for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.
1.3. APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.
1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements.
B. Payment Application Times: The date for each progress payment date is as agreed to by the Owner and the Contractor. The period of construction Work covered by each Application for Payment is the period indicated in that Agreement.
C. Payment Application Forms: Use AIA Document G702 and Continuation Sheets G703, or formed as approved by Owner and Architect.
1. Electronic media printout including equivalent information will be considered in lieu of standard form specified; Submit form to Owner and Architect for approval.
2. Forms filled out by hand will not be accepted.
D. Application Preparation: Complete every item of form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.
1. Match entries with data on the Schedules of Values.
2. Include amounts for Work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for Work completed at time of Application for Payment.
Payment Procedures 01 2900
3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.
E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site.
1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment, for stored materials.
2. Provide supporting documentation that verifies amount requested, such as paid invoices.
Match amount required with amounts indicated on documentation; do not include overhead and profit on stored materials.
F. Transmittal: Submit one electronic and designated number of signed and notarized original copies, if required by Owner, of each application for payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required.
G. Waivers of Mechanic Lien: With each Application for Payment, submit waivers of mechanic’s lien from subcontractors, sub-subcontractor, and suppliers for construction period covered by the previous application.
1. Submit partial waivers on each item for the amount requested in previous applications, after deduction for retainage, on each item.
2. When an application shows completion of an item, submit final or full waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit waivers.
4. Submit final Application for payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.
5. Submit waivers of lien on forms, executed in a manner acceptable to Owner.
H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:
1. Schedule of Values.
2. Contractor’s Construction Schedule.
3. Submittals Schedule.
4. Initial progress report.
5. Report of preconstruction conference.
6. Certificates of insurance and insurance policies.
7. Performance and payment bonds.
8. Data needed to acquire the Owner’s insurance.
Payment Procedures 01 2900
I. Application for Payment at Substantial Completion: After issuance of the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.
2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work.
3. Administrative actions and submittals that must precede or coincide with this application include the following:
a. Occupancy permits and similar approvals.
b. Warranties (guarantees) and maintenance agreements.
c. Test/adjust/balance records.
d. Maintenance instructions.
e. Final cleaning.
f. Application for reduction of retainage and consent of surety.
g. Advice on shifting insurance coverages.
h. List of incomplete Work recognized as exceptions to Architect’s Certificate of
Substantial Completion.
4. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:
a. Evidence of completion of Project closeout requirements.
b. Completion of items specified for completion after Substantial Completion.
c. Updated final statement, accounting for final changes to the Contract Sum.
d. Evidence that claims have been settled.
e. AIA Document G706, “Contractor’s Affidavit of Payment of Debts and Claims.”
f. AIA Document G706A, “Contractor’s Affidavit of Release of Liens.”
g. Assurance that incomplete Work not accepted, if applicable, will be completed without undue delay.
h. Evidence that taxes, fees, and similar obligations were paid.
i. Removal of temporary facilities and services.
j. Removal of surplus materials, rubbish, and similar elements.
PART 2 PRODUCTS (NOT APPLICABLE)
Project Management and Coordination 01 3100
1.1. SUMMARY
A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:
1. General Project coordination procedures.
2. Coordination Drawings.
3. Construction Management Software Program.
4. Project meetings.
5. Construction schedule.
6. Submittal schedule.
7. Field Engineering.
B. Related Sections:
1. Section 01 3300: Submittal Procedures.
2. Section 01 6000: Product Requirements, for coordinating selection of products.
3. Section 01 7400: Cleaning, for coordinating progress and final cleaning.
4. Section 01 7700: Closeout Procedures, for coordinating Contract closeout requirements, procedures and documentation.
1.2. GENERAL PROJECT COORDINATION PROCEDURES
A. Coordinate construction operations included in various Specification Sections to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain 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 with other contractors to ensure maximum accessibility for required maintenance, service, and repair.
3. Coordinate storage or staging areas for all trades.
B. If necessary, 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.
C. Prepare similar memoranda for Owner and separate Contractors if coordination of their Work is required.
Project Management and Coordination 01 3100
D. Administrative Procedures:
1. Coordinate scheduling and timing of required administrative procedures with other construction activities, activities of the Owner, and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:
a. Preparation of Contractor’s construction Schedule.
b. Preparation of the Schedule of Values.
c. Installation and removal of temporary facilities and controls.
d. Delivery and processing of submittals.
e. Progress meetings.
f. Preinstallation conferences.
g. Startup and adjustment of systems.
h. Project closeout activities.
E. Conservation: Coordinate construction operations to assure 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. See other Sections for disposition of salvaged materials that are designated as Owner’s property.
F. Coordination of Key Personnel: Within 15 days of commencement of construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site.
1. Identify individuals, their duties and responsibilities.
2. List addresses and telephone numbers, including office and cellular telephone numbers, and e-mail addresses.
3. Post copies of list in Project meeting room, and temporary field office and on Construction Management Software Program if administered for the project. Keep list current at all times.
1.3. CONSTRUCTION MANAGEMENT SOFTWARE PROGRAM
A. Construction Management Software Program may be used for purposes of hosting and managing project communication and documentation until Final Completion. Construction Management Software Program shall include the following functions:
1. Project directory.
2. Project correspondence.
3. Meeting minutes.
4. Contract modifications forms and logs.
5. RFI forms and logs.
6. Task and issue management.
7. Photo documentation.
8. Schedule and calendar management.
Project Management and Coordination 01 3100
9. Submittals forms and logs.
10. Payment application forms.
11. Drawing and specification document hosting, viewing, and updating.
12. Online document collaboration.
13. Reminder and tracking functions.
14. Archiving functions.
1.4. PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise instructed or directed.
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 agenda to all invited attendees.
3. Minutes: Record significant discussions, and agreements achieved. Distribute meeting minutes to everyone concerned, including Owner and Architect, within 72 hours after each meeting.
B. Preconstruction Conference:
1. Schedule a preconstruction conference before starting construction, at a time convenient…
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