Attachment A Specifications~3.pdf
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- Solicitation number
- S-44300-00010048
- Issued by
- Lane County, Jacksonville City, Oregon
About this file
This document is an attachment to a state and local contract opportunity for the Seclusion Room Renovation project at the Oregon State Hospital in Junction City. The work includes an interior renovation on the first and second floors to create a three-room Seclusion Room Suite with an ante room and toilet room. No change in use, building square footage, or type of construction is anticipated. The project is being managed by the Oregon State Hospital Operations and the work is being designed by SRG Partnership Inc. Architecture, Planning, and Interiors. The project has a 100% Construction Documents milestone dated August 12, 2022.
The contract opportunity appears to be an Invitation to Bid (ITB) issued by the state of Oregon. The ITB requires bidders to comply with DAS General Conditions, BOLI wage requirements, and other state and local regulations. Key dates include the solicitation release, bid submission, and contract award, though the specific dates are not provided in the attachment. The contract term is not specified, but the project is expected to reach Substantial Completion and Final Acceptance upon completion of the work. Pricing and funding details are not included in the attachment, but the state will utilize state funding sources to procure the services.
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ATTACHMENT A - SPECIFICATIONS
PROJECT MANUAL
Seclusion Room Renovation Project #: 221012
Prepared For:
Oregon State Hospital Operations 2600 Center Street NE
Salem, Oregon 97301
Prepared By:
SRG Partnership Inc
Architecture Planning Interiors 621 SW Columbia Street
Portland, Oregon 97201
Project Team:
Jon Mehlschau / SRG, ARCH
Sean Lawler / AEI, MEPT Bruce Colony / AEI, MEPT
Brandon Berglund / AEI, MEPT
R
EG
IS
TERED ARCHITEC
T
STATE OF OREGON
BJORN
CLOUTEN
PORTLAND, OR
Table of Contents - Page Count 00 01 10 - 1
221012 Seclusion Room Renovation 08.12.2022
100% Construction Documents
SECTION 00 01 10
TABLE OF CONTENTS
DIVISION 01 — GENERAL REQUIREMENTS
01 01 00 - SUMMARY OF WORK
01 03 50 - CHANGE ORDER PROCEDURES
01 04 00 - COORDINATION
01 04 30 - SECURITY
01 04 50 - CUTTING AND PATCHING
01 05 00 - FIELD ENGINEERING
01 06 00 - REGULATORY REQUIREMENTS
01 09 00 - REFERENCE STANDARDS
01 10 00 - SPECIAL PROVISIONS
01 15 20 - APPLICATION FOR PAYMENT
01 20 00 - PROJECT MEETINGS
01 30 00 - SUBMITTALS
01 31 00 - PROJECT SCHEDULES
01 34 00 - SHOP DRAWINGS
01 40 00 - QUALITY CONTROL
01 44 50 - TESTING LABORATORY SERVICES
01 50 00 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
01 56 00 - CONSTRUCTION INDOOR AIR QUALITY
01 56 00.01 - ICRA- JC Seclusion Room Project
01 57 00 - CONSTRUCTION WASTE MANAGEMENT
01 60 00 - MATERIAL AND EQUIPMENT
01 61 50 - DELEGATED DESIGN
01 63 00 - SUBSTITUTIONS AND PRODUCT OPTIONS
01 70 00 - CONTRACT CLOSEOUT
01 71 00 - CLEANING
01 72 00 - RECORD DRAWINGS
01 74 00 - PROJECT WARRANTIES
01 78 20 - OPERATIONS AND MAINTENANCE MANUALS
DIVISION 02 — EXISTING CONDITIONS
02 41 19 - SELECTIVE DEMOLITION
DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES
06 10 00 - ROUGH CARPENTRY
06 20 00 - FINISH CARPENTRY
06 40 00 - ARCHITECTURAL CASEWORK
DIVISION 07 — THERMAL AND MOISTURE PROTECTION
07 21 00 - INSULATION
07 26 00 - VAPOR BARRIER
07 84 00 - FIRESTOPPING
07 92 00 - JOINT SEALANTS
DIVISION 08 — OPENINGS
08 11 00 - HOLLOW METAL DOORS AND FRAMES
08 31 00 - ACCESS DOORS
08 71 00 - FINISH HARDWARE
08 81 00 - GLASS AND GLAZING
DIVISION 09 — FINISHES
09 10 00 - NON-STRUCTURAL METAL FRAMING
Table of Contents - Page Count 00 01 10 - 2
100% Construction Documents
09 25 00 - GYPSUM BOARD
09 65 00 - RESILIENT FLOORING
09 67 20 - RESINOUS FLOORING
09 90 00 - PAINTING
DIVISION 10 — SPECIALTIES
10 18 50 - SHOWER SURROUND
10 19 00 - CUBICLE CURTAINS
10 26 00 - WALL AND DOOR PROTECTION
10 80 00 - TOILET ACCESSORIES
DIVISION 11 — EQUIPMENT
11 70 00 - ARCHITECTURALLY SIGNIFICANT EQUIPMENT
DIVISION 12 — FURNISHINGS
12 20 00 - WINDOW TREATMENTS
DIVISION 20 — MECHANICAL SUPPORT
20 00 00 - GENERAL MECHANICAL REQUIREMENTS
20 05 29 - MECHANICAL SUPPORTING DEVICES
20 05 48 - SEISMIC ANCHORAGE AND RESTRAINTS
20 05 53 - MECHANICAL SYSTEMS IDENTIFICATION
20 07 00 - MECHANICAL SYSTEMS INSULATION
DIVISION 21 — FIRE SUPPRESSION
21 13 14 - AUTOMATIC FIRE SPRINKLER SYSTEM
DIVISION 22 — PLUMBING
22 05 94 - DOMESTIC WATER SYSTEMS BALANCE
22 11 18 - WATER DISTRIBUTION SYSTEM
22 13 14 - SANITARY WASTE AND STORM DRAINAGE SYSTEMS
22 40 00 - PLUMBING FIXTURES
DIVISION 23 — HEATING VENTILATING AND AIR CONDITIONING
23 05 94 - WATER SYSTEMS TEST ADJUST BALANCE
23 05 95 - AIR SYSTEMS TEST ADJUST BALANCE
23 09 03 - CONTROL INSTRUMENTATION
23 09 05 - INSTRUMENT POINT LIST
23 09 93 - CONTROL SEQUENCES
23 21 16 - PIPE AND PIPE FITTINGS
23 21 18 - VALVES
23 21 20 - PIPING SPECIALTIES
23 31 14 - DUCTWORK
23 33 14 - DUCTWORK SPECIALTIES
23 37 13 - DIFFUSERS, REGISTERS AND GRILLES
DIVISION 26 — ELECTRICAL
26 00 00 - GENERAL ELECTRICAL REQUIREMENTS
26 05 19 - LOW-VOLTAGE ELECTRICAL CONDUCTORS AND CABLES
26 05 26 - GROUNDING AND BONDING
26 05 29 - SUPPORTING DEVICES
26 05 33 - RACEWAYS AND FITTINGS
26 05 49 - SEISMIC ANCHORAGE AND RESTRAINT
26 05 53 - ELECTRICAL IDENTIFICATION
26 05 93 - ELECTRICAL SYSTEMS FIRESTOPPING
26 09 23 - LIGHTING CONTROL DEVICES
26 27 26 - WIRING DEVICES
26 50 00 - LUMINAIRES
Table of Contents - Page Count 00 01 10 - 3
100% Construction Documents
26 50 10 - LUMINAIRE CUT SHEETS
DIVISION 27 — COMMUNICATIONS
27 00 00 - GENERAL COMMUNICATIONS REQUIREMENTS
27 05 53 - COMMUNICATIONS SYSTEMS IDENTIFICATION
27 11 00 - COMMUNICATIONS EQUIPMENT ROOM FITTINGS
27 15 00 - COMMUNICATIONS HORIZONTAL CABLING
27 53 13 - CLOCK SYSTEM
DIVISION 28 — ELECTRONIC SAFETY AND SECURITY
28 01 13 - CONDUCTORS AND CABLES FOR ELECTRONIC SECURITY
28 05 00 - COMMON WORK RESULTS FOR ELECTRONIC SECURITY
28 10 00 - ACCESS CONTROL
28 20 00 - VIDEO SURVEILLANCE
28 31 13 - FIRE ALARM AND DETECTION SYSTEM
28 40 62 - PLC ELECTRONIC DETENTION MONITORING AND CONTROL SYSTEMS.
28 50 12 - ELECTRONIC SECURITY INTERCOMMUNICATIONS SYSTEM
SUMMARY OF WORK SECTION 01 01 00 - 1
221012 SECLUSION ROOM RENOVATION 08.12.2022
OREGON STATE HOSPITAL
100% CONSTRUCTION DOCUMENTS
SECTION 01 01 00 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. The Work of this contract, in general terms, includes, but is not limited to, that Work identified in documents titled Seclusion Room Renovation, Oregon State Hospital, Junction City:
interior renovation on the first and second floors of two rooms on each floor into a three-room Seclusion Room Suite, with an ante room, and toilet room. No change in use, building square footage or type of construction.
1.2 USE OF PREMISES
A. Limit use of the premises for the Work and related materials storage and to allow for the following as a minimum.
1. Safe entry and exit for vehicles and pedestrians.
2. Site security of the Contractor’s staging area.
B. Contractor shall coordinate all operations throughout the construction period. Limit Contractor's employee parking to locations designated.
C. Contractor’s building access is limited to two points of entry, public entry and security entry as shown on G102 and must be coordinated with Owner; Owner-escorted passage is required.
D. Contractors shall comply with OSH requirements for masks and vaccination. All contractors must be fully vaccinated and comply with any current mask requirements.
1.3 TRANSPORTATION AND HANDLING
A. Arrange deliveries of products in accordance with construction schedules:
1. Coordinate to avoid conflict with Work and conditions at the Site and adjacent thereto.
2. Deliver products in undamaged condition in manufacturer's original containers or packaging with identifying labels intact and legible.
3. Inspect shipments to assure compliance with requirements of Contract Documents and approved submittals, product quantity is correct and goods are without damage.
4. Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging.
1.4 STORAGE OF PRODUCTS
A. Comply with manufacturer’s recommendations for storage and handling including without limitation maintenance of acceptable temperature range, relative humidity, light exposure and other environmental conditions.
1. Provide weather tight storage enclosure for materials and products that could otherwise be damaged by exposure to the elements.
SUMMARY OF WORK SECTION 01 01 00 - 2
OREGON STATE HOSPITAL
100% CONSTRUCTION DOCUMENTS
2. Contractor shall be responsible to maintain required conditions regardless of whether storage facility has been furnished by the Owner, or Contractor.
3. Ensure compliance with security requirements of Section 01 04 30 Security.
B. Store materials within enclosed shipping containers only at Owner-designated area. Limited interior staging and storage area is available adjacent work area. Materials allowed to become damp or wet shall not be used in the project and shall be rejected. Advance approval of all storage locations is required.
C. Store in a manner to provide easy access for inspections of stored products to assure that products are maintained under specified conditions and free from damage or deterioration.
1. Store with seals and labels intact, legible and arranged for efficient inventory.
D. Make arrangements and coordinate with Owner all on-site storage activities. Security for on-site stored materials is the responsibility of the Contractor. Payment for stored materials shall be under the provisions of E.2.3 of the General Conditions.
E. Contractor is responsible for designating the delivery dates of Owner-furnished items in the Construction Schedule and for receiving, unloading and handling Owner-furnished items at the site. Protect Owner- furnished items from damage, including damage from exposure to the elements, and repair or replace items damaged as a result of shipping, storing and handling.
1.5 SALVAGE
A. The Owner will remove all items expected to be salvaged prior to turning work area over to Contractor. All material indicated to be removed becomes the property of the Contractor.
1.6 PERMITS
A. See DAS General Conditions, Article B.4 Permits.
1.7 DEFINITIONS
A. Construction Manager/ General Contractor (“Contractor”) – shall be as identified in State of Oregon Contractor Contract 182502.
B. Record Drawings – Shall have the meaning as indicated in Section K.1 “Record Drawings” of the General Conditions. Reference Section 01 72 00 for additional information.
PART 2 - PRODUCTS
2.1 MATERIALS AND EQUIPMENT
A. Unless otherwise specified, all material and equipment shall be new; free from defects impairing strength, durability, and appearance; of current manufacture. Items specified shall be considered minimum as to quality, function, capacity, and suitability for application intended.
SUMMARY OF WORK SECTION 01 01 00 - 3
B. Items incorporated into the Work shall conform to applicable specifications and standards designated, and shall be of size, make, type, and quality specified, unless otherwise approved.
2.2 MANUFACTURED AND FABRICATED PRODUCTS
A. Design, fabricate, and assemble in accordance with current best engineering, industry, and shop practices. Manufacture like parts of duplicate units to standard size and gauge to make them interchangeable.
B. Two or more items of the same kind shall be identical and made by the same manufacturer.
PART 3 - EXECUTION
3.1 PREPARATION
A. Inspect existing conditions, project requirements and the Contract Documents. Verify that materials and equipment being furnished meet requirements specified.
B. Travel paths, stair and elevator usage, protection, air quality and infection control measures will be required per the Pre-Construction and Infection Control Risk Assessments. Above ceiling work permits will be required per ICRA.
C. Where cranes, hoists, towers, and other lifting devices are necessary for the safe and efficient movement of materials, comply with the following as a minimum.
1. Use only experienced personnel having required licenses and regulatory authorization for operation of the equipment required.
2. Remove equipment as soon as possible after task is ended.
3. Coordinate the placement of such equipment and ensure that utility tunnels, utilities and site improvements are not damaged.
3.2 QUALITY OF WORK
A. Unless otherwise specified, perform the Work using workers skilled in the particular type of work involved.
B. Should the Contractor or the Owner, in writing, deem any individual on the Work incompetent or unfit for the assigned duties, dismiss the worker immediately or reassign the worker to a different task requiring a lesser degree of competence.
C. Work shall be first class in every respect and all Work performed shall be according to the best trade practices.
D. Maintain effective on-site supervision on the project at all times Work is being performed. The Superintendent shall be as identified in Article 4 of the DHS Contractor Contract 123530 and comply with requirements therein.
E. When directed submit work experience, and biographical information for manager, superintendent and any other key personnel proposed to perform any portion of the Work.
SUMMARY OF WORK SECTION 01 01 00 - 4
3.3 TESTING
A. The Owner reserves the right to perform any testing as may be required to determine compliance with the Contract Documents. Costs for such testing will be the Owner's responsibility unless testing indicates noncompliance. Cost for such testing indicating noncompliance shall be borne by the Contractor. Non- complying Work shall be corrected at no cost to the Owner and testing will be repeated until the Work complies with the Project Manual. The Owner shall not be responsible for costs of retesting of non- complying Work.
B. Cooperate in every respect with the activities of the testing agency.
3.4 SECURITY
A. Contractor must be aware that the security aspects of the Project are significant. The Owner requires the Contractor to take steps commensurate with this security priority and to protect the Project Site from criminal activity at all times. This requirement shall be effective from the date of Notice to Proceed until Final Completion of the Work.
B. Cooperate with the Owner with regard to the following security requirements:
1. Contractor is wholly and solely responsible for the security of the Project Site including but not limited to, Work in place, stored materials, and construction offices.
2. Provide safeguards and other protective measures as required for public health and safe. Construction access shall be limited to two points of entry, the main entry lobby and secure access at the loading dock. Contractors must be escorted by Oregon State Hospital staff at all times when they are inside the Hospital’s secure perimeter. OSH will pro ide escorts.
3. Prevent entry of any weapons, munitions, illegal drugs, alcoholic beverages or illegal contraband at the Project Site. Post signage to indicate the requirements of this Specification Section and log and maintain a record of all visitors to the Project Site.
4. The Project site shall be alcohol-and drug-free. Smoking on the site is not permitted.
5. Photography of any kind and video or other image recording is subject to prior written approval by the Owner's authorized representative; the Owner retains the right to refuse permission for such activities as they may determine to be in the Owner's best interest.
3.5 HAZARDOUS CHEMICAL INVENTORY
A. Provide written documentation not less than five days prior to delivery of any hazardous substances to the site intended to be utilized in the Work. Identify substances by both common trade or generic chemical names and complete technical designation, the concentration and quantity to be used and necessary handling and storage procedures;
include Manufacturer’s Safety Data Sheets. Compile a complete file in three-ring binder or other acceptable format of all hazardous substance documentation for materials used in the Work. Submit for review within thirty days after the Notice to Proceed and otherwise provide periodic updates to maintain currency in advance of delivery of hazardous substances to the Project Site.
3.6 EXISTING UTILITIES
A. Location of existing underground utilities in areas of Work is Contractor's responsibility regardless of whether indicated on the Contract Documents or not. Comply with requirements
SUMMARY OF WORK SECTION 01 01 00 - 5
of Oregon Administrative Rules 952-001-0010 through 0090 and requirements of the Oregon Utility Notification Center.
B. Any and all utility shutdowns must be coordinated and approved by OSH Physical Plant Manager in advance.Temporary construction must comply with Oregon State Hospital
C. The Owner is responsible neither for losses nor any other costs resulting from interruption of utility service and damage to existing utilities on or near the Project Site due to the Work;
including without limitation ineffective protective measures, inaccurate locating of utilities whether indicated on the Contract Documents or not and any error or omission by the Contractor.
3.7 PROTECTIVE MEASURES
A. Temporary construction must comply with Oregon State Hospital (OSH) Infection Control Risk Assessment (ICRA) and be approved by OSH Physical Plant Manager in advance.
B. The Contractor shall repair or otherwise reimburse the Owner’s actual costs for any and all damage or loss caused to the Owner’s property or adjacent properties due to the Contractor’s own negligence, errors or omissions.
C. Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed.
3.8 OWNER’S PROJECT TEAM
A. The Owner will maintain a Project Team at the Project Site and will assign certain staff to the Project to respond to Contractor.
B. The Owner’s staff at the Project Site may consist of, the Owner’s Authorized Representative, a Project Manager. The Contractor shall require lower tier contractors and material suppliers to communicate with the Owner only through the Contractor as the primary point of contact.
Any requirement for notifications, RFI and other submittals required by the Contract Documents to be sent to a party other than the Owner, shall be transmitted to the Contractor who shall distribute them to the required parties and copy the Owner.
C. The Contractor and Owner will be active in the day-to-day communications and coordination during all phases of the Work. The Contractor shall work in cooperation with the Owner’s assigned staff at no additional cost to the Owner.
3.9 WORK HOURS NOTIFICATION
A. Subject to approval by the Owner's authorized representative the Contractor will limit hours during which work may be performed on the site to the hours of 7:30 a.m. to 4:30 p.m.
Alternate hours of work may be acceptable pending approval from OSH Physical Plant Manager. The Contractor shall be responsible for adherence to BOLI and labor union rules or requirements, and any other labor agreements that may affect the Work. When deviations from previously approved hours are anticipated provide Owner seventy-two hours advance notice of Work /shift hour changes. The Contractor shall maintain effective staffing for management of the Project at all times work is performed on site.
SUMMARY OF WORK SECTION 01 01 00 - 6
END OF SECTION
CHANGE ORDER PROCEDURES SECTION 01 03 50 - 1
SECTION 01 03 50 CHANGE ORDER PROCEDURES
1.1 SUMMARY
A. Section Includes: Administrative and procedural requirements for certain communication to supplement the Contract Documents and to execute a change in the Work. The OAR may direct changes to these distribution requirements to take better advantage of Project web site and otherwise enhance communication between the Project participants.
1.2 RELATED SECTIONS
A. General Conditions: Section D, governing requirements for changes in the Work, in Contract Sum/Price, and Contract Time.
B. Section 01 15 20 - Application for Payment.
C. Section 01 31 00 - Project Schedule: Work Schedule.
D. Section 01 04 00 – Coordination.
E. Section 01 63 00 - Substitutions and Product Options.
F. Section 01 70 00 - Project Closeout: Project Record Documents.
1.3 DEFINITIONS
A. Request for Information (RFI): A written request from the Contractor or a lower tier contractor for an interpretation of Contract Documents. Owner's Authorized Representative will respond on the RFI form or by Supplemental Instruction (SI). RFI's shall be routed to the Contractor who shall distribute simultaneously to the Owner's Authorized Representative and the Architect.
B. Proposal Request (PR): Request from Owner's Authorized Representative to Contractor for changes to Contract Price and Contract Period for proposed changes to the Work.
C. Supplemental Instruction (SI): Written order, instruction, or interpretation to Contractor, executed on form designated by Owner's Authorized Representative, and signed by Owner's Authorized Representative, authorizing a minor change in the Work affecting neither Contract Price nor Period.
D. Construction Change Directive (CCD): Written order to Contractor, executed on form designated by the Owner's Authorized Representative, and signed by Owner's Authorized Representative, which amends Contract Documents as described, and authorizes Contractor to proceed with change affecting Contract Sum and/or Contract Time, for inclusion in subsequent Change Order.
CHANGE ORDER PROCEDURES SECTION 01 03 50 - 2
E. Change Proposal: Proposal for change to the Work from the Contractor to the Owner's Authorized Representative. If the Change Proposal is accepted, a Change to the Contract (Change Order) will be issued.
1.4 TYPES OF INITIATED CHANGES
A. Changes Initiated by Owner's Authorized Representative: Proposal Request as follows.
1. Detailed description of change, including change location and products.
2. Supplementary or revised Drawings and Specifications.
3. When appropriate, projected time span for making change.
4. When appropriate, specific time period during which requested price will be considered valid.
5. Proposal Request is not an instruction or authorization to execute the change or an order to stop Work in Progress.
B. Changes Initiated by Contractor: Change Request as follows.
1. Description of proposed change.
2. Reason for making change.
3. Effect upon Contract Sum and Contract Time.
4. Effect upon Work sequence and construction schedule.
5. Effect upon work of other Contractors.
6. Effect upon work by Owner.
7. Documentation supporting any change to Contract Sum and Contract Time.
8. Change Request Log: Develop and maintain a Log containing relevant tracking and descriptive information. Transmit Log to the Owner's Authorized Representative on a weekly basis.
C. Construction Change Directive
1. Owner may issue Construction Change Directive for the Contractor to proceed with change in Work for subsequent inclusion in future Change Order.
2. Directive will describe Work changes with attachments of revised Contract
Documents and the Contractor's proposal defining details of change and designating any changes in Contract Price and Contract Period.
3. OAR will sign and date Construction Change Directive as authorization for Contractor to proceed with changes.
4. Contractor shall, if Contractor concurs, sign and date Construction Change Directive to indicate agreement with specified terms.
1.5 DOCUMENTATION OF PROPOSALS
A. Support quotation for each Change Proposal with sufficient substantiating data to allow the Contractor or the Owner's Authorized Representative to evaluate quotation.
B. When requested, submit the following Cost and Time data:
1. Labor required on a unit basis by hour or other acceptable increment.
2. Equipment required.
3. Products required:
a. Quantity required.
b. Purchase source.
c. Unit cost.
4. Taxes, Insurance and Bonds.
5. Credit for deleted Work similarly documented.
6. Overhead and Profit as specified in the General Conditions Section D.
CHANGE ORDER PROCEDURES SECTION 01 03 50 - 3
7. Amount of and justification for any change in Contract Time.
1.6 PREPARATION OF CHANGES TO THE CONTRACT (CHANGE ORDERS)
A. Owner’s Authorized Representative will prepare each Change Order In accordance with the General Conditions, SECTION D, CHANGES IN THE WORK.
B. Change Order will represent final adjustment to Contract Price and Contract Period for the subject modifications.
1.7 CHANGE PROPOSAL PRICING OPTIONS
A. Lump-Sum/Fixed Price Change Proposals
1. Change Proposal contents will be based on:
a. Owner definition of required changes.
b. Contractor's accepted Documentation of Proposal.
2. Change to the Contract (Change Order) will be issued, signed and dated, as authorization for Contractor to proceed with Changes based on Change Proposal as agreed between Contractor and Owner
B. Unit Price Change Proposals
1. Change Proposal contents will be based on, either:
a. Owner's Authorized Representative’s definition of required changes.
b. Contractor's Accepted Change Proposal.
c. Survey of completed work and supporting documentation submitted by the
Contractor.
2. Unit Price amounts shall be those stated in Contract or subsequently agreed to by the Contractor and OAR.
3. When quantities of Items affected by required changes can be determined prior to start of work:
a. Change to the Contract (Change Order) will be issued, signed and dated, as authorization for Contractor to proceed with Changes based on Change Proposal as mutually agreed between Contractor and Contractor or Owner.
b. Contractor shall sign and date Change Order to indicate agreement with specified terms.
4. When quantities of Items affected by required changes cannot be determined prior to start of work:
a. Owner will issue Construction Change Directive directing Contractor to proceed with change on basis of unit prices and will cite applicable unit prices.
b. At change completion, Contractor will determine work cost based upon agreed unit prices and quantities used and submit to OAR for approval.
c. Contractor shall submit documentation to establish quantities of units of each
Item and any claim for change in Contract Time.
d. Change to the Contract (Change Order) will be issued, signed and dated, as authorization for Contractor to proceed with Changes based on Change Proposal as mutually agreed between Contractor and Contractor or Owner.
C. Cost Reimbursement Change Proposals
1. Owner will issue Construction Change Directive directing Contractor to proceed with changes.
2. At Change completion, Contractor shall submit itemized accounting of change with supporting data as specified above in "Documentation of Proposals " and in
CHANGE ORDER PROCEDURES SECTION 01 03 50 - 4
accordance with the State of Oregon General Conditions SECTION D CHANGES IN
THE WORK.
3. Change to the Contract (Change Order) will be issued, signed and dated, as authorization for Contractor to proceed with Changes based on Change Proposal as mutually agreed between Contractor and Contractor or Owner.
1.8 CORRELATION OF CHANGE ORDERS WITH CONTRACTOR’S OTHER SUBMITTALS
A. Revise Schedule of Values and subsequent Request for Payment Forms to record each Change Order as separate item of work, and to record adjusted Contract sum.
B. Revise Construction Schedule to reflect each change in Contract Time. Revise other Project schedules to show changes for other items of Work affected by Changes.
C. Upon completion of Change Order Work, record pertinent changes in Record Documents.
D. Distribution: Upon authorization of a Change Order, Contractor will transmit one signed copy to lower tier contractors affected by the modifications.
1.9 REQUESTS FOR INFORMATION (RFI)
A. When informal discussion between the Owner’s Authorized Representative and Contractor regarding field conditions or Contract Document contents establishes the need for supplemental information, or confirmation of Contractor's understanding of Contract requirements, the Contractor shall submit an RFI.
B. RFI Form: Contractor's form approved by the Owner. A consistent format shall be employed for all the Work. Form shall identify the nature and location of the question for which clarification or verification is requested and include the following as a minimum.
1. Project name and number.
2. Date issued by Contractor.
3. Date response required by.
4. RFI number.
5. Subject.
6. Initiator of the question.
7. Indication of costs, if known or anticipated.
8. Indication of schedule impact.
9. Location on site.
10. Contract drawing reference.
11. Contract specification section and paragraph reference.
12. Descriptive text.
13. Listing of attachments, if any.
14. Space for reply on same page as questions.
15. Where the OAR determines the SI represents a modification to the Contract
Document, a Proposal Request will be issued.
C. Clarifications: Discuss on-site or by telephone with Owner's Authorized Representative.
Incorporate essence of discussion onto RFI form if discussions require direction, general publication, or confirmation is required by the Owner’s Authorized Representative.
CHANGE ORDER PROCEDURES SECTION 01 03 50 - 5
D. Log: The Contractor shall be responsible for development and weekly maintenance of an RFI Log that will contain relevant tracking information required by 1.09 B. The log will be transmitted to the OAR and other Project participants as appropriate on a weekly basis.
COORDINATION SECTION 01 04 00 - 1
SECTION 01 04 00 COORDINATION
1.1 SUMMARY
A. In recognition of the Contractor’s responsibility for management of the Work the Owner’s Authorized Representative will endeavor to communicate with lower tier contractors and materials suppliers through the Contractor; this shall not be interpreted as a prohibition of direct communication by the OAR with lower tier contractors and materials suppliers. When written clarification or direction is required to resolve questions, transmit problems or questions a Request for Information shall be submitted per Section 01 03 50 Change Order Procedures requirements.
B. Contacts: In case of an EMERGENCY, call 9-1-1 if appropriate. An approved Contractor emergency contact list is to be posted inside and outside the jobsite office trailer.
1.2 CORRESPONDENCE
A. Contractor shall address all correspondence to Owner’s Authorized Representative.
Contractor shall require lower tier contractors to address all correspondence to the Contractor who shall be responsible for further distribution as appropriate.
B. Identify correspondence sequentially beginning with number 1. Identify the associated title and OHA contract number.
1.3 SITE OBSERVATION REPORT (SOR)
A. Following discussion with or directive from Owner’s Authorized Representative, the Contractor fails to correct work that in the opinion of the OAR does not conform to the Contract Documents, a Quality Control Site Observation Report shall be issued by the Owner’s Authorized Representative or by the Contractor when so directed by the OAR.
Immediate correction of the subject work is required in response to each SOR. The Contractor shall respond to the SOR documenting the corrective actions taken, including date and time and entities performing the corrective work. Review SOR and any other correction of nonconforming work at routine progress meetings.
1. Contractor shall maintain a Quality Control SOR Log containing all relevant information for each SOR and SOR response; update the Log daily and submit to OAR each week unless otherwise directed.
B. Refer to General Conditions Section B Administration of the Contract, B.7 inspection for provisions regarding Owner’s inspection and right to require correction of Work that does not comply with the Contract Document requirements.
1.4 COORDINATION
A. Contractor shall use their best skill and attention to coordinate all aspects of the Project and plan the Work in advance of execution so as to achieve each of the following objectives.
COORDINATION SECTION 01 04 00 - 2
The Owner is responsible to compensate the Contractor neither for costs nor lost time incurred due to failure to meet the objectives required for Project Coordination.
1. Anticipate and thereby prevent circumstances that could delay the Work and incur additional cost.
2. Prevent alteration of existing work not required by the Contract Documents.
3. Avoid alteration of new work once it has been executed.
4. Expedite progress so as to complete the Work within the Contract Time or in advance of scheduled milestones.
5. Prevent conflicts among the various trades engaged in the Work.
6. Prevent conflicts between existing construction to remain and new work.
B. Coordinate the Work of the various trades and lower tier contractors to ensure orderly progress and on-time completion of the Work and the Project as a whole.
1. Anticipate interrelationship of work performed by lower-tier contractors, other entities and discrete work packages or other increments of the Project.
2. Contractor shall sequence, schedule and execute the Work for efficient progress and expeditious completion.
C. When notified by the Owner’s representative provide for the occurrence of work by other prime contractors at the Project over the course of the Work that may affect site and building access, utilities and other aspects of the Project. Coordinate the Work and adapt sequence and staging as necessary to accommodate work by other prime contractors and work by the Owner. Work by others may be occurring at adjacent locations to the construction limits of this project. Cooperate with the Owner’s Authorized Representative and prevent adverse impact to the Work and other Owner sponsored construction projects.
1.5 COORDINATION DRAWINGS
A. Contractor shall provide for participation by representatives of each of the trades or entities involved in the execution of work to be documented by the coordination drawings, who shall be knowledgeable of all the requirements for the Work and fully authorized to act on behalf of the entity or firm they represent. The purpose of this coordination effort shall be to provide a comprehensive, building information model (BIM) using approved software tools to coordinate all systems required for the Work developed in concert with the input of these representatives, and identify and eliminate conflicts among systems as required in advance of execution of the work.
1. Provide a highly skilled CAD operator to assist all parties in the development of the coordination drawings, and in the review and understanding of them, including assistance to the OAR, and the Owner's consultants.
2. Drawings shall use color coding, layering and other appropriate conventions to show discretely the components of each system, highlight conflicts, document the resolution of them, and limn the integration of all systems in the building free from conflicts.
a. Scale: Comply with Shop Drawing requirements; use the same or larger drawing scale as used in the Contract Documents for the information and level of detail to be conveyed.
3. As necessary to comply with the intent of the coordination effort and when directed the Construction Manager shall require the participation of any lower tier contractor and any vendor in the coordination effort at no additional cost to the Owner. Without limitation on this requirement the following lower tier contractors may be required to be included.
a. Plumbing/HVAC wet side, HVAC dry side, Fire Protection, Electrical, telecommunications, security, equipment suppliers and others as necessary to
COORDINATION SECTION 01 04 00 - 3
insure proper clearances, penetrations and dimensional coordination for all building systems.
4. Coordination meetings shall be held at regularly scheduled intervals appropriate to the status of the Work and sufficiently in advance of execution to avoid the need for modifications to work already in place and prevent any delay in progress.
B. Coordination of Work Sequence and Quality Assurance and Commissioning Activities:
Schedule to provide timely evaluation of the Work and identify defects and deficiencies at the earliest time possible. Facilitate corrective and remedial action to avoid delay in the progress of the Work.
1.6 OWNER FURNISHED Contractor INSTALLED products (OFCI)
A. Coordination: Contractor shall coordinate the Work for installation of Owner furnished products as designated in the Contract Documents and required for proper operation and intended function.
1. The Contract Documents will identify the type, location, and quantity of products. The
Contractor shall be reviewing this information and be informed regarding physical and operational characteristics, such as clearances, utility service types and connections, required for products and coordinate the Work to receive products.
2. The Contractor shall indicate on the Construction Schedule when the delivery of OFCI products will be due at the Project Site. The Owner will be responsible for the delivery of the OFCI products to the Project Site.
3. The Contractor shall notify the Owner at least thirty or fewer days prior to the date in the Construction Scheduled for delivery of OFCI products to the Project Site.
4. The Contractor will designate delivery of products to the Project Site to either the Contractor’s Parking (exterior) or Staging (interior) area
5. The Contractor and OAR will inspect products at the time of delivery for damage visible at the time of delivery, and inventory products received against manifest or other appropriate documentation. Damage observed at the time of delivery will be brought to the attention of the delivery driver and recorded in writing.
6. Contractor shall take receipt of products at delivery, off-load products from the transport vehicles and store products as required for the Work. Damage and loss following receipt of products shall be the responsibility of the Contractor except damage or loss that occurred prior to receipt and could not reasonably have been discovered at the time of delivery.
7. Contractor shall be responsible for product installation, and provide ancillary work including without limitation supplemental framing, backing and accessories necessary for permanent mounting, proper operation and intended appearance.
8. The Contractor will, within forty-eight (48) hours notify the Owner of any observed defects in materials or workmanship of OFCI products. The Owner will have seven
(7) days to correct or replace any defective products at no additional cost to the Owner for delay of the Work.
9. Upon request of Contractor, Owner will provide shop drawings, specifications and other reasonable product data for OFCI products.
B. Coordination of Owner-Furnished and Owner-Installed (“OFOI”) Products:
1. Contractor will ensure the timely coordination with Owner’s installation of OFOI products as designated in the Contract Documents which affect the schedule for Contractor work, with the successful coordination of the Work through the following procedures:
COORDINATION SECTION 01 04 00 - 4
a. The Contractor will review the types, location, and quantity of OFOI products which affect the schedule for Contractor work, and notify the Owner within 30 days months before requested delivery of such OFCI products.
b. The Contractor will indicate on the Construction Schedule when the delivery of OFCI products which affect the schedule for Contractor work will required at the Project Site. The Owner will be responsible for the delivery of the OFOI products to the Project Site.
c. If storage prior to installation is required on-site, the Contractor will designate a drop of location for Owner's delivery of OFOI products to the Project Site.
d. If storage prior to installation is required on-site, the Contractor will inspect, with the Owner, and inventory all OFOI products to ensure that damage to the OFOI products are identified at the point of delivery.
e. The Owner will off-load from the transport vehicles all OFOI products and accept the risks for damage during the off-load process. If storage prior to installation is required on-site, the Contractor will store OFOI products in a manner to prevent damage to materials or workmanship of OFOI products.
f. The Contractor will be responsible for the installation of all required necessary bracing, backing and other supports where needed to ensure permanent mounting and incidental other materials for installation of OFOI products.
g. The Contractor will, within forty-eight (48) hours notify the Owner of any observed defects in materials or workmanship of OFOI products. The Owner will have seven (7) days to correct or replace any defective products at no additional cost to the Owner for delay of the Work.
h. Upon request of Contractor, Owner will provide shop drawings, specifications and other reasonable product data for OFOI products.
i. Owner-Furnished/ Owner-Installed (OFOI):
1) Soap dispensers.
2) Restraint bed.
C. Job site field measurements and templates:
1. Obtain field measurements required for accurate fabrication and installation of Work included in this Contract. Exact measurements and coordination are the Contractor’s responsibility.
2. Furnish or obtain templates, patterns, and setting instructions as required for installation of all Work. Verify in field.
PART 2 - PRODUCTS – Not Used
PART 3 - EXECUTION – Not Used
SECURITY SECTION 01 04 30 - 1
SECTION 01 04 30 SECURITY
1.1 SUMMARY
A. Section includes requirements to establish and maintain security provisions and procedures for the Work to achieve the following objectives as a minimum.
1. Secure work area from damage, unauthorized access, delay and loss including without limitation, materials whether incorporated in the Work or not, tools and equipment, and utility services.
2. Ensure the safety and security of construction personnel and other authorized persons present within work area against hazardous conditions created by the Work.
3. Prevent compromise to Project security due to Owner's continued occupancy.
4. Contact between patients and construction personnel may create unsafe conditions for either unless specifically authorized in advance by the Owner. Adhere to the Owner's protocols to ensure continuity of security measures intended to prevent contact between construction personnel and hospital patients.
5. Contractor shall be knowledgeable of the Owner's security protocols and alert to any potential for construction means, methods, sequence and other considerations of the Work to compromise the level of security normally maintained. Provide sufficient advance notice to permit efficient response by the Owner or to modify Work consideration to avoid the potential for compromises to Owner security.
1.2 SYSTEM DESCRIPTION
A. Section includes but is not limited to work necessary to move in personnel and equipment, set up facilities and prepare for construction and provide necessary security measures for the Work.
1.3 SUBMITTALS
A. Project Security Plan: Summarize for OAR procedures and facilities to be provided in conjunction with the Work to ensure compliance with the requirements of this Section.
Where separate submittal is redundant to submittal requirements for other Division 1 Section provide a summary listing of those Sections and the affected facilities or procedures.
1.4 PROJECT CONDITIONS
A. Security Meeting: When directed by the OAR and otherwise as appropriate to the status of the Work and evolving Project security requirements convene periodic meetings to review security measures and protocols in-place, and the adequacy of them. Review the Project Schedule and discuss appropriate security response, Owner occupancy and adjacent facilities including Oregon Department of Corrections.
1. Comply with Section 01 20 00 Project Meetings requirements.
SECURITY SECTION 01 04 30 - 2
PART 2 - PRODUCTS – Not Used
PART 3 - EXECUTION
3.1 GENERAL SECURITY
A. All persons working on this job must submit a Security Check Form, which is enclosed in these specifications. This information will be used for a background check on each individual. The Contractor shall be responsible for distributing and submitting Security Check Forms for their staff.
B. Workers must bring photo identification with them daily. The Contractor shall provide construction personnel with official Project photo identification to be prominently displayed while on-site in a manner appropriate to other considerations for worker safety.
C. When directed by the OAR for the purpose of ensuring security at occupied facilities construction workers shall not comply with the following.
1. Refrain from carrying electronic devices such as telephones, and pagers.
2. Refrain from possessing selected products the Owner does not want introduced into patient areas such as tobacco or other products.
D. In coordination with other requirements for site access and control of the Work, locate equipment and material storage in the Contractor’s Parking area (exterior) or Contractor’s staging areas (interior)..
E. Provide for small tools inventory and monitoring as necessary to prevent losses and as appropriate to the status of the Work.
F. . Contractors shall be escorted by OSH personnel at all times when inside the secure building perimeter. The Contractor shall cooperate with requirements for escort and work area monitors at no additional cost to the Owner.
CUTTING AND PATCHING SECTION 01 04 50 - 1
SECTION 01 04 50 CUTTING AND PATCHING
1.1 SUMMARY
A. Section Includes requirements for cutting of new and existing construction to provide for access, inspection, and performance of the Work, and subsequent fitting and patching to restore the appearances of cut areas. Requirements of this Section also apply to alteration and repair of in-place construction including without limitation termination of selective demolition. In addition, perform cutting and patching for the following when directed in writing by the Owner’s Authorized Representative.
1. Uncover Work to provide for Owner’s observation.
2. Remove samples of materials for testing.
B. Refer to Divisions 20, 22 and 26 for additional requirements and limitations on cutting and patching of plumbing, mechanical and electrical Work.
1.2 SYSTEM DESCRIPTION
A. Design Requirements: Cutting and patching shall adversely affect neither the physical nor aesthetic characteristics of the Work as determined by the OAR. Completed patching work shall provide a uniform appearance without evidence of repair.
1. Where the Work is to be cut and patched, comply with Contract Document requirements for each component and the overall assembly.
B. Performance Requirements: Remedial work shall conform to load requirements and meet or exceed the performance requirements and physical characteristics of the work it replaces and be compatible with the adjacent materials and assemblies.
1. Construction means, methods and sequence and other considerations may affect cutting and patching work. In addition to that necessary for the planned work sequence, provide cutting and patching work as necessary to make the several parts of the Work fit properly, due to errors in coordination, work sequence and constructability, correction of non-conforming work.
2. Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load deflection ratio
1.3 SUBMITTALS
A. Submit a written Procedural Proposal for Cutting and Patching for approval prior to any cutting or alteration affecting the following.
1. Work of other Owner contractors.
2. All structural Items
3. The integrity or effectiveness of weather exposed or moisture resistant elements or systems, and;
4. The efficiency, operation life, maintenance, or safety of operation systems including without limitation pipes, ducts, vessels, and equipment.
B. Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is required, and when directed for other work, submit procedures proposed for cutting and
CUTTING AND PATCHING SECTION 01 04 50 - 2
patching well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal.
1. Location & Description of affected Work;
2. Reason cutting and patching work is proposed and alternatives thereto.
3. Effect on any other Work or on the structural integrity of the Project.
4. Description of proposed Work.
a. Scope of cutting and patching
b. Lower tier contractors and trades performing the Work.
c. Products proposed for use.
d. Extent of patching work to be performed.
e. Confirm all requirements necessary for the preservation of existing warranty coverage including but not limited to qualifications of those performing cutting and patching work.
f. State dates when work is expected to be performed and designate time work will be uncovered to provide for observation.
g. List utilities that may be disturbed, relocated, temporarily out-of-service and otherwise be affected; indicate how long utility service will be disrupted.
h. No structural system alteration is intended or anticipated. Should any structural revision be found necessary to accomplish the work, field review condition with Owner and obtain Owner’s written authorization to submit details and engineering calculations to document that there is no adverse effect upon performance of the remaining structure and coordinate the cutting and patching proposal with the Owner’s consultants.
5. Approval to proceed with cutting and patching work constitutes neither approval of the completed work nor a waiver of the Owner’s right to later require complete removal and replacement of unacceptable remedial Work.
C. Should conditions of Work or Construction Schedule indicate change of materials or methods, submit written recommendations including:
1. Conditions indicating change
2. Recommendations for alternative materials or methods
3. Re-submittal as required for substitution
D. Record alterations to the Work including without limitation services that were re-routed or abandoned as required by Section 01 72 00 for the Project Record Drawings.
1.4 PAYMENT FOR COSTS
A. Contractor shall be responsible to pay cutting and patching costs required to accomplish the Work including without limitation cutting and patching due to means, methods and sequence of construction, coordination of the Work, defective Work, and Work not conforming to the Contract Documents. Costs may include but are not limited to additional services of the Owner’s design team.
1.5 QUALITY ASSURANCE
A. Operational and Safety Limitations: Do not cut and patch operating elements or safety-related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety. This includes electrical, mechanical, plumbing, and low voltage services to or from buildings or portions thereof. All cutting and patching must be coordinated with the Owner and Contractor on site with at least seventy-two (72) hours Notice.
CUTTING AND PATCHING SECTION 01 04 50 - 3
B. Before proceeding, meet at the Project Site with all parties involved or affected by cutting and patching, including mechanical and electrical trades and the Owner’s design team.
Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Unless otherwise indicated or directed provide Work identical to adjacent and similar assemblies as determined by the OAR. When identical materials are not available, or cannot be used, use materials matching existing adjacent and similar surfaces to the fullest extent possible with regard to visual effect and physical characteristics
1. Comply with approved Procedural Proposal for Cutting and Patching. Where a
Procedural…
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