ARS RCEW FTO Spec Manual_Redacted.pdf
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- Solicitation number
- 12905B24R0014
About this file
This document is a pre-solicitation notice for a federal construction contract issued by the United States Department of Agriculture (USDA), Agricultural Research Service (ARS). The contract will be for the installation of new HVAC systems in the Reynolds Creek Experimental Watershed (RCEW) Range and Quonset Buildings located in Murphy, Idaho.
The contract will be a Firm Fixed Price Construction Contract set aside for small businesses under NAICS code 236220 with a size standard of $45 million. The estimated contract value is between $250,000 and $500,000. The Request for Proposal (RFP) is anticipated to be issued on or around June 4, 2024 and will be accessible via SAM.gov. The contract completion timeframe is to be determined. USDA's procedures for definitizing equitable adjustments for change orders under construction contracts will apply.
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| File | Type | Posted |
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| ARS Reynolds Creek Bldg Repairs - Final CD Drawings_Redacted.pdf |
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02/14/2024 TABLE OF CONTENTS
RCEW Building Repairs Page - 1
TABLE OF CONTENTS
011000 � Summary
012300 � Alternates
012500 � Substitution Procedures
013100 � Project Management and Coordination
013300 � Submittal Procedures
013526 � Governmental Safety Requirements
014000 � Quality Requirements
014200 � References
015000 � Temporary Facilities and Controls
016000 � Product Requirements
017300 � Execution
017419 � Construction Waste Management and Disposal
017700 � Closeout Procedures
017823 � Operation and Maintenance Data
017839 � Project Record Documents
017900 � Demonstration and Training
028200 � Asbestos Abatement
028300 � Lead Containing Materials
230500 � Common Work Results for HVAC
230540 � Vibration and Seismic Controls for HVAC
230550 � Identification for Piping and Equipment
230590 � Testing Adjusting and Balancing
230700 � HVAC Insulation Systems
231126 � Facility Liquified-petroleum Gas
232300 � Refrigerant Piping
233100 � Metal Ducts and Casings
233300 � Air Duct Accessories
238200 � Heating and Cooling Units
260500 � Common Work Results for Electrical
260519 � Low Voltage Electrical Power Conductors and Cables
260526 � Grounding and Bonding
260529 � Hangers and Supports
260533 � Raceway and Fittings
260540 � Outlet, Junction and Pull Boxes
260553 � Identification
262416 � Panelboards
262816 � Enclosed Switches and Circuit Breakers
02/14/2024 SUMMARY
RCEW Building Repairs 011000 - 1
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Contractor's use of site and premises.
4. Coordination with occupants.
5. Work restrictions.
6. Specification and Drawing conventions.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.
1.2 PROJECT INFORMATION
A. Project Location: 20117 Upper Reynolds Creek Road, Murphy ID 83650.
B. Owner: USDA Agricultural Research Service (ARS).
1. Contracting Officer (CO):
2. Contracting Officer�s Representative (COR): as noted in the ARS contract.
3. Engineering Project Manager (EPM): .
4. Location Monitor (LM): .
C. Engineer: .
1. Engineer's Representative:
D. Designer of Record: the Contract Documents:
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents.
B. Project Background: The Reynolds Creek Experimental Watershed (RCEW) Range and
Quonset buildings do not currently have reliable or practical permanent HVAC systems. The
Range building is used to process scientific data, samples, house visiting scientists/scientific technicians and will be used as a class/meeting room. The Range building was built in 1969 and has a concrete slab with insulated metal siding with two bathrooms/showers, a bunk room, full kitchen, sediment processing room, two-bay workshop, and a 30 x 60 classroom/storage area.
RCEW Building Repairs 011000 - 2
The Quonset building was built in 1963 and is used for office space, workshop, and maintenance of vehicles/heavy equipment. The Quonset building is a steel structure having a semi cylindrical cross-section. The building exterior includes a covered mesh with a spray polyurethane foam coating. On each end of the building there is metal trim approximately halfway up. The building has one bathroom, four offices, and a workshop.
C. Project Description: The lack of permanent reliable HVAC in these buildings results in a workspace that is nearly unoccupiable for six months of the year. To solve this problem, this project will install new HVAC systems in each building, as defined in the Contract Documents.
1.4 CONTRACTOR'S USE OF SITE AND PREMISES
A. Limits on Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Limits on Use of Site: Confine construction operations to Animal Research Building
Mezzanine. Avoid Animal Holding areas.
2. Driveways, Walkways, and Entrances: Keep driveways loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.
B. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.
C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.
1.5 COORDINATION WITH OCCUPANTS
A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.
1.6 WORK RESTRICTIONS
A. Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets, work on public streets, rights of way, and other requirements of authorities having jurisdiction.
B. On-Site Work Hours: Limit work in the existing building to normal business working hours of
7:00 a.m. to 5:00 p.m., Monday through Friday.
RCEW Building Repairs 011000 - 3
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
1. Notify Owner not less than 7 days in advance of proposed utility interruptions.
2. Obtain Owner's written permission before proceeding with utility interruptions.
D. Noise, Vibration, Dust, and Odors: Coordinate operations that may result in high levels of noise and vibration, dust, odors, or other disruption to Owner occupancy with Owner.
1. Notify Owner not less than 5 days in advance of proposed disruptive operations.
2. Obtain Owner's written permission before proceeding with disruptive operations.
E. Smoking and Controlled Substance Restrictions: Use of tobacco products, alcoholic beverages, and other controlled substances on Owner's property is not permitted.
F. Employee Identification: Owner will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.
G. Employee Screening: Comply with Owner's requirements for drug and background screening of
Contractor personnel prior to working on Project site.
1. Maintain list of approved screened personnel with Owner's representative.
1.7 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.
These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.
2. Text Color: Text used in the Specifications, including units of measure, manufacturer and product names, and other text may appear in multiple colors or underlined as part of a hyperlink; no emphasis is implied by text with these characteristics.
3. Hypertext: Text used in the Specifications may contain hyperlinks. Hyperlinks may allow for access to linked information that is not residing in the Specifications. Unless otherwise indicated, linked information is not part of the Contract Documents.
4. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.
C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
RCEW Building Repairs 011000 - 4
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
02/14/2024 ALTERNATES
RCEW Building Repairs 012300-2
SECTION 012300 - ALTERNATES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for alternates.
1.2 DEFINITIONS
A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the
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 alternates into the Work. No other adjustments are made to the
Contract Sum.
B. The term �Option� is used on the drawings interchangeably with �Alternate� as described above.
1.3 PROCEDURES
A. Coordination: Revise or adjust 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 indicated as part of alternate.
B. Execute accepted alternates under the same conditions as other work of the Contract.
C. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.
PART 2 - PRODUCTS (Not Used)
02/14/2024 ALTERNATES
RCEW Building Repairs 012300-2
PART 3 - EXECUTION
3.1 SCHEDULE OF ALTERNATES
A. Base Bid
1. Provide all work necessary and as shown on the contract documents for the eastern portion of the new Range building HVAC system � covering the bunkroom, kitchen, and shop.
B. Alternate No. 1
1. Provide all work necessary and as shown on the contract documents for the western portion of the new Range building HVAC system � covering the classroom.
C. Alternate No. 2
1. Provide all work necessary and as shown on the contract documents for the new Quonset building HVAC system.
END OF SECTION 012300
02/14/2024 SUBSTITUTION PROCEDURES
RCEW Building Repairs 012500 - 1
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
B. Related Requirements:
1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.
1.2 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.
1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.
2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to
Contractor or Owner.
1.3 ACTION SUBMITTALS
A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.
1. Substitution Request Form: Use form acceptable to COR and Engineer.
2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.
b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section.
Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
RCEW Building Repairs 012500 - 2
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
g. List of similar installations for completed projects, with project names and addresses as well as names and addresses of Engineer and Owner.
h. Material test reports from a qualified testing agency, indicating and interpreting test results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.
j. Detailed comparison of Contractor's construction schedule using proposed substitutions with products specified for the Work, including effect on the overall
Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the Contract Sum.
l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.
m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
3. Engineer's Action: If necessary, Engineer will request additional information or documentation for evaluation within seven days of receipt of a request for substitution.
Engineer will notify Contractor of acceptance or rejection of proposed substitution within
15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or
Engineer's Supplemental Instructions for minor changes in the Work.
b. Use product specified if Engineer does not issue a decision on use of a proposed substitution within time allocated.
1.4 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.
1.5 PROCEDURES
A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.
RCEW Building Repairs 012500 - 3
1.6 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.
1. Conditions: Engineer will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Engineer will return requests without action, except to record noncompliance with these requirements:
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Substitution request is fully documented and properly submitted.
c. Requested substitution will not adversely affect Contractor's construction schedule.
d. Requested substitution has received necessary approvals of authorities having jurisdiction.
e. Requested substitution is compatible with other portions of the Work.
f. Requested substitution has been coordinated with other portions of the Work.
g. Requested substitution provides specified warranty.
h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
B. Substitutions for Convenience: Not allowed.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 012500
02/14/2024 PROJECT MANAGEMENT AND COORDINATION
RCEW Building Repairs 013100 - 1
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:
1. General coordination procedures.
2. Coordination drawings.
3. RFIs.
4. Digital project management procedures.
5. Project meetings.
B. Related Requirements:
1. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.
1.2 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:
1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
1.3 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the
Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
RCEW Building Repairs 013100 - 2
B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:
1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Project closeout activities.
7. Startup and adjustment of systems.
C. Contractor Responsibility: The Contractor�s onsite superintendent or another designee of the
Contractor shall be responsible for the performance and actions of their subcontractors while onsite, and shall be onsite at all times a subcontractor is onsite.
1.4 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI to the COR and Engineer in the form specified.
1. The COR will return without response those RFIs submitted to by other entities controlled by Contractor.
2. Coordinate and submit RFIs in a prompt manner to avoid delays in Contractor's work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:
1. Owner name.
2. Owner's Project number.
3. Name of COR and Engineer.
4. Project number.
5. Date.
6. Name of Contractor.
7. RFI number, numbered sequentially.
8. RFI subject.
9. Specification Section number and title and related paragraphs, as appropriate.
10. Drawing number and detail references, as appropriate.
11. Field dimensions and conditions, as appropriate.
12. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract
Time or the Contract Sum, Contractor shall state impact in the RFI.
13. Contractor's signature.
14. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop
Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
C. RFI Forms: AIA Document G716, or USDA Form to be provided, or software-generated form with substantially the same content as indicated above, acceptable to Engineer.
RCEW Building Repairs 013100 - 3
D. Engineer's Action: Engineer will review each RFI, determine action required, and respond. Allow seven days for Engineer's response for each RFI. RFIs received by Engineer after 1:00 PST p.m.
will be considered as received the following working day.
1. The following Contractor-generated RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods.
d. Requests for coordination information already indicated in the Contract Documents.
e. Requests for adjustments in the Contract Time or the Contract Sum.
f. Requests for interpretation of Engineer's actions on submittals.
g. Incomplete RFIs or inaccurately prepared RFIs.
2. Engineer's action may include a request for additional information, in which case
Engineer's time for response will date from time of receipt by Engineer of additional information.
3. Engineer's action on RFIs that may result in a change to the Contract Time or the Contract
Sum may be eligible for Contractor to submit Change Proposal according to
Section 012600 "Contract Modification Procedures."
a. If Contractor believes the RFI response warrants change in the Contract Time or the
Contract Sum, notify Engineer in writing within five days of receipt of the RFI response.
E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.
Submit log weekly. Include the following:
1. Project name.
2. Name and address of Contractor.
3. Name and address of Engineer.
4. RFI number including RFIs that were returned without action or withdrawn.
5. RFI description.
6. Date the RFI was submitted.
7. Date Engineer's response was received.
F. On receipt of Engineer's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Engineer within seven days if Contractor disagrees with response.
1.5 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. PDF Document Preparation: Where PDFs are required to be submitted to Engineer, prepare as follows:
1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.
2. Name file with submittal number or other unique identifier, including revision identifier.
3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated.
RCEW Building Repairs 013100 - 4
1.6 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.
B. Preconstruction Conference: Owner will schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Engineer, but no later than 15 days after execution of the Agreement.
1. Attendees: Authorized representatives of Owner, Engineer, and their consultants;
Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with
Project and authorized to conclude matters relating to the Work.
2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Responsibilities and personnel assignments.
b. Tentative construction schedule.
c. Phasing.
d. Critical work sequencing and long lead items.
e. Designation of key personnel and their duties.
f. Lines of communications.
g. Use of web-based Project software.
h. Procedures for processing field decisions and Change Orders.
i. Procedures for RFIs.
j. Procedures for testing and inspecting.
k. Procedures for processing Applications for Payment.
l. Distribution of the Contract Documents.
m. Submittal procedures.
n. Sustainable design requirements.
o. Preparation of Record Documents.
p. Use of the premises and existing building.
q. Work restrictions.
r. Working hours.
s. Owner's occupancy requirements.
t. Responsibility for temporary facilities and controls.
u. Procedures for moisture and mold control.
v. Procedures for disruptions and shutdowns.
w. Construction waste management and recycling.
x. Parking availability.
y. Office, work, and storage areas.
z. Equipment deliveries and priorities.
aa. First aid.
bb. Security.
cc. Progress cleaning.
3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.
C. Progress Meetings: Conduct progress meetings at biweekly intervals.
1. Coordinate dates of meetings with preparation of payment requests.
RCEW Building Repairs 013100 - 5
2. Attendees: In addition to representatives of Owner and Engineer, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.
3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting.
Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do
so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
1) Review schedule for next period.
b. Review present and future needs of each entity present, including the following:
1) Interface requirements.
2) Sequence of operations.
3) Resolution of BIM component conflicts.
4) Status of submittals.
5) Status of sustainable design documentation.
6) Deliveries.
7) Off-site fabrication.
8) Access.
9) Site use.
10) Temporary facilities and controls.
11) Progress cleaning.
12) Quality and work standards.
13) Status of correction of deficient items.
14) Field observations.
15) Status of RFIs.
16) Status of Proposal Requests.
17) Pending changes.
18) Status of Change Orders.
19) Pending claims and disputes.
20) Documentation of information for payment requests.
4. Minutes: Contractor will record and distribute the meeting minutes to each party present and to parties requiring information.
a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.
RCEW Building Repairs 013100 - 6
PART 2 - PRODUCTS (Not Used)
END OF SECTION 013100
02/14/2024 SUBMITTAL PROCEDURES
RCEW Building Repairs 013300 - 1
SECTION 013300 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Submittal schedule requirements.
2. Administrative and procedural requirements for submittals.
1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Engineer's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."
B. Informational Submittals: Written and graphic information and physical samples that do not require
Engineer's responsive action. Submittals may be rejected for not complying with requirements.
Informational submittals are those submittals indicated in individual Specification Sections as
"informational submittals."
1.3 SUBMITTAL SCHEDULE
A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Engineer and additional time for handling and reviewing submittals required by those corrections.
1.4 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:
1. Project name.
2. Date.
3. Name of Engineer.
4. Name of Construction Manager.
5. Name of Contractor.
6. Name of firm or entity that prepared submittal.
7. Names of subcontractor, manufacturer, and supplier.
8. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.
9. Category and type of submittal.
10. Submittal purpose and description.
RCEW Building Repairs 013300 - 2
11. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.
12. Drawing number and detail references, as appropriate.
13. Indication of full or partial submittal.
14. Location(s) where product is to be installed, as appropriate.
15. Other necessary identification.
16. Remarks.
17. Signature of transmitter.
B. Options: Identify options requiring selection by Engineer.
C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Engineer on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.
D. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each
PDF file. Name PDF file with submittal number.
1.5 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.
1. Email: Prepare submittals as PDF package, and transmit to Engineer by sending via email. Include
PDF transmittal form. Include information in email subject line as requested by Engineer.
2. Physical: Prepare submittals requiring color or finish selection in original physical form, and deliver to Engineer.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineer's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Engineer will advise Contractor when a submittal being processed must be delayed for coordination.
2. Resubmittal Review: Allow 15 days for review of each resubmittal.
RCEW Building Repairs 013300 - 3
D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities.
Show distribution on transmittal forms.
F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Engineer's action stamp.
1.6 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards.
e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
a. Wiring diagrams that show factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop Drawings.
5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.
B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop
Drawings on reproductions of the Contract Documents or standard printed data unless submittal based on
Engineer's digital data drawing files is otherwise permitted.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement.
RCEW Building Repairs 013300 - 4
f. Relationship and attachment to adjoining construction clearly indicated.
g. Seal and signature of professional engineer if specified.
C. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other materials.
1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.
2. Identification: Permanently attach label on unexposed side of Samples that includes the following:
a. Project name and submittal number.
b. Generic description of Sample.
c. Product name and name of manufacturer.
d. Sample source.
e. Number and title of applicable Specification Section.
f. Specification paragraph number and generic name of each item.
3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record.
4. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.
5. Paper Transmittal: Include paper transmittal including complete submittal information indicated.
6. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.
a. Samples that may be incorporated into the Work are indicated in individual Specification
Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.
7. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.
a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line.
Engineer will return submittal with options selected.
8. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
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a. Number of Samples: Submit three sets of Samples. Engineer will retain two Sample sets;
remainder will be returned. Mark up and retain one returned Sample set as a project record
Sample.
1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.
D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:
E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of
Engineers and owners, and other information specified.
F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.
G. Certificates:
1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated.
2. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.
4. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.
5. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.
6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
H. Test and Research Reports:
1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for substrate preparation and primers required.
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2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.
3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.
5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.
Include the following information:
a. Name of evaluation organization.
b. Date of evaluation.
c. Time period when report is in effect.
d. Product and manufacturers' names.
e. Description of product.
f. Test procedures and results.
g. Limitations of use.
1.7 DELEGATED-DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Engineer.
B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF file of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.
1. Indicate that products and systems comply with performance and design criteria in the Contract
Documents. Include list of codes, loads, and other factors used in performing these services.
1.8 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.
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Note corrections and field dimensions. Mark with approval stamp before submitting to Engineer.
B. Contractor's Approval: Indicate Contractor's approval for each submittal with a uniform approval stamp.
Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.
1. Engineer will not review submittals received from Contractor that do not have Contractor's review and approval.
1.9 ENGINEER'S REVIEW
A. Action Submittals: Engineer will review each submittal, indicate corrections or revisions required, and return it.
1. PDF Submittals: Engineer will indicate, via markup on each submittal, the appropriate action.
2. Submittals by Web-Based Project Management Software: Engineer will indicate, on Project management software website, the appropriate action.
B. Informational Submittals: Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. Engineer will forward each submittal to appropriate party.
C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Engineer.
D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.
E. Engineer will discard submittals received from sources other than Contractor.
F. Submittals not required by the Contract Documents will be returned by Engineer without action.
PART 2 - PRODUCTS (Not Used)
END OF SECTION 013300
02/14/2024 GOVERNMENTAL SAFETY REQUIREMENTS
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SECTION 013526 � GOVERNMENTAL SAFETY REQUIREMENTS
PART 1 - GENERAL
1.1 REFERENCES
A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
1. AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING
ENGINEERS (ASHRAE)
a. ASHRAE 52.2 (2012) Method of Testing General Ventilation Air-Cleaning Devices for
Removal Efficiency by Particle Size
2. AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)
a. ASSP A10.22 (2007; R 2017) Safety Requirements for Rope-Guided and Non-Guided
Workers� Hoists
b. ASSP A10.34 (2021) Protection of the Public on or Adjacent to Construction Sites
c. ASSP A10.44 (2020) Control of Energy Sources (Lockout/Tagout) for Construction and
Demolition Operations
d. ASSP Z244.1 (2016) The Control of Hazardous Energy Lockout, Tagout and Alternative
Methods
e. ASSP Z359.0 (2018) Definitions and Nomenclature Used for Fall Protection and Fall
Arrest
f. ASSP Z359.1 (2020) The Fall Protection Code
g. ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall
Protection Program
h. ASSP Z359.3 (2019) Safety Requirements for Lanyards and Positioning Lanyards
i. ASSP Z359.4 (2013) Safety Requirements for
j. Assisted-Rescue and Self-Rescue Systems, Subsystems and Components
k. ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection
Systems
l. ASSP Z359.7 (2019) Qualification and Verification Testing of Fall Protection Products
m. ASSP Z359.11 (2014) Safety Requirements for Full Body Harnesses
n. ASSP Z359.12 (2019) Connecting Components for Personal Fall Arrest Systems
o. ASSP Z359.13 (2013) Personal Energy Absorbers and Energy Absorbing Lanyards
p. ASSP Z359.14 (2014) Safety Requirements for Self-Retracting Devices for Personal Fall
Arrest and Rescue Systems
q. ASSP Z359.15 (2014) Safety Requirements for Single Anchor Lifelines and Fall Arresters for Personal Fall Arrest Systems
r. ASSP Z359.16 (2016) Safety Requirements for Climbing Ladder Fall Arrest Systems
s. ASSP Z359.18 (2017) Safety Requirements for Anchorage Connectors for Active Fall
Protection Systems
RCEW Building Repairs 013526 - 2
t. ASSP Z490.1 (2016) Criteria for Accepted Practices in Safety, Health, and Environmental
Training
3. ASTM INTERNATIONAL (ASTM)
a. ASTM D6245 (2012) Using Indoor Carbon Dioxide Concentrations to Evaluate Indoor Air
Quality and Ventilation
b. ASTM D6345 (2010) Standard Guide for Selection of Methods for Active, Integrative
Sampling of Volatile Organic Compounds in Air
c. ASTM F855 (2019) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment
4. INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)
a. IEEE 1048 (2016) Guide for Protective Grounding of Power Lines
b. IEEE C2 (2023) National Electrical Safety Code
5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
a. NEMA Z535.2 (2011; R 2017) Environmental and Facility Safety Signs
6. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
a. NFPA 10 (2022; ERTA 1 2021) Standard for Portable Fire Extinguishers
b. NFPA 51B (2024) Standard for Fire Prevention During Welding, Cutting, and Other Hot
Work
c. NFPA 70 (2023) National Electrical Code
d. NFPA 70E (2024) Standard for Electrical Safety in the Workplace
e. NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition
Operations
f. NFPA 306 (2024) Standard for the Control of Gas Hazards on Vessels
7. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION
(SMACNA)
a. ANSI/SMACNA 008 (2007) IAQ Guidelines for Occupied Buildings Under Construction, 2nd Edition
8. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)
a. TIA-222 (2018H; Add 1 2019) Structural Standard for Antenna Supporting Structures and
Antennas and Small Wind Turbine Support Structures
b. TIA-1019 (2012; R 2016) Standard for Installation, Alteration and Maintenance of Antenna
Supporting Structures and Antennas
9. U.S. ARMY CORPS OF ENGINEERS (USACE)
a. EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual
10. U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
a. 10 CFR 20 Standards for Protection Against Radiation
RCEW Building Repairs 013526 - 3
b. 29 CFR 1910 Occupational Safety and Health Standards
c. 29 CFR 1910.146 Permit-required Confined Spaces
d. 29 CFR 1910.147 The Control of Hazardous Energy (Lock Out/Tag Out)
e. 29 CFR 1910.333 Selection and Use of Work Practices
f. 29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in
Shipyard Employment
g. 29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-Plus)
h. 29 CFR 1919 Gear Certification
i. 29 CFR 1926 Safety and Health Regulations for Construction
j. 29 CFR 1926.16 Rules of Construction
k. 29 CFR 1926.450 Scaffolds
l. 29 CFR 1926.500 Fall Protection
m. 29 CFR 1926.552 Material Hoists, Personal Hoists, and Elevators
n. 29 CFR 1926.553 Base-Mounted Drum Hoists
o. 29 CFR 1926.1400 Cranes and Derricks in Construction
p. 49 CFR 173 Shippers - General Requirements for Shipments and Packagings
q. CPL…
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