J01a Specifications - PIMC ED-CSR 2024.01.29.pdf
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- Attached to
- PIMC ED & CSR (Phoenix, AZ) Federal contract opportunity
- Solicitation number
- 75H701-24-R-00035
About this file
This document appears to be a contract solicitation from the Indian Health Service (IHS) for a construction project at the Phoenix Indian Medical Center (PIMC) in Phoenix, Arizona.
The scope of work includes upgrading the ventilation in the Emergency Department (ED) and Fast Track waiting areas, as well as renovating the flooring, walls, and ventilation in the Central Supply Room (CSR). The project will require infection control mitigation. The contract period of performance is 180 calendar days from the notice to proceed. The anticipated contract value is between $1,000,000 and $5,000,000. This is a Firm Fixed Price (FFP) contract that will be awarded on a Lowest Price Technically Acceptable (LPTA) basis to a small business under NAICS code 236220 with a $45 million size standard. A site visit will be held on June 10, 2024, and proposals are due by the deadline specified in the solicitation. Registration in the System for Award Management (SAM) is mandatory to be considered for award.
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Text version
R
EG
IST
ERED ARCHITECT
A
R I Z O N A , U . S
A
D a te S ig n ed . .
CE
RT
IFICATE NO.30775
SUSAN M.
GRAY
EXPIRES 12/31/2026
CONSULTANTS
BWS Project Number:
bws ARCHITECTS
4636 N. 32nd Street
Phoenix, AZ 85018
480.980.9054 www.bwsarchs.com
CONSTRUCTION DOCS
1/29/24
1818.015.1
Indian Health Service
PIMC ED & CSR
4212 N 16TH ST
PHOENIX, AZ
CIVIL
EEC, Inc
555 E. River Road, #301
Tucson, AZ 85704
Phone: 520.321.4625
MEP
Zona Technical Eng
6422 E. Speedway Blvd., Unit 130
Tucson, AZ 85710
Phone: 520.200.2612
STRUCTURAL
Turner Structural Eng
2806 N Alvernon Way, Tucson, AZ 85712
Phone: 520.323.3422
Indian Health Service IHS Project No. 75H70123F30021 PIMC Mechanical Projects - ED & CSR BWS 1818.015.1
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
CONSTRUCTION DOCUMENTS - CONTENTS PG. 1
PROJECT MANUAL
Indian Health Service PIMC Mechanical Projects - ED & CSR
CONSTRUCTION DOCUMENTS
January 29, 2024
TECHNICAL SPECIFICATIONS
Division 1 – General Requirements 011100 Summary 013100 Project Meetings 013200 Construction Progress Documentation 013300 Submittals 013526 Safety Requirements 014000 Quality Requirements 014200 References 015000 Temporary Facilities 015010 Infection Control Procedures - Construction – IHS 016000 Product Requirements 017300 Execution Requirements 017400 Warranties 017700 Project Closeout 017823 Operation and Maintenance Data 017839 Project Record Documents
Division 2 – Existing Conditions 024113 Selective Demolition 024200 Asbestos Removal
Division 3 – Concrete – Not Used.
Division 4 – Masonry – Not Used.
Division 5 - Metals 055000 Metal Fabrications 055137 Prefabricated Aluminum Ramps
Division 6 – Wood, Plastics, and Composites 061000 Rough Carpentry 066400 Fiberglass Reinforced Plastic Panels (FRP)
CONSTRUCTION DOCUMENTS - CONTENTS PG. 2
Division 7 - Thermal and Moisture Protection 079200 Joint Sealers
Division 8 - Doors and Windows 083113 Access Doors and Frames
Division 9 – Finishes 092900 Gypsum Drywall Systems 093000 Tile 095133 Acoustical Panel Ceilings 096500 Luxury Vinyl Tile (LVT) and Resilient Accessories.
096516 Resilient Sheet Flooring.
099000 Painting
Division 10 – Specialties 102600 Corner Guards.
Division 11 – Equipment - Not Used
Division 12 – Furnishings – Not Used.
Division 13 - Special Construction – Not Used
Division 14 – Conveyances – Not Used.
Division 21- Fire Protection 211100 Fire Protection
Division 22 – Plumbing 224000 Plumbing
Division 23 – HVAC 230500 Basic Mechanical Materials and Methods 230593 Testing Adjusting and Balancing (TAB) 230700 Mechanical Insulation 230900 Energy Monitoring and Control System (EMCS) 232000 Building Services Piping 233000 Air Distribution
CONSTRUCTION DOCUMENTS - CONTENTS PG. 3
Division 26 – Electrical 260500 Common Work Results for Electrical 260519 Low-Voltage Electrical Power Conductors and Cables 260526 Grounding and Bonding for Electrical Systems 260529 Hangers and Supports for Electrical Systems 260533 Raceways and Boxes for Electrical Systems 260543 Underground Ducts and Raceways for Electrical Systems 260553 Identification for Electrical Systems 262726 Wiring Devices
Division 28 – Electronic Safety and Security – Not Used.
Division 31 – Earthwork – Not Used.
Division 32 – Exterior Improvements – Not Used.
END OF CONTENTS
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SUMMARY 011100 - 1
SECTION 011100 - SUMMARY
PART 1 – GENERAL
1.1 SUMMARY
A. A summary of the specifications as part of the Contract Documents including:
1. Project information.
2. Work covered by Contract Documents.
3. Phased construction.
4. Specification and Drawing conventions.
5. Miscellaneous provisions.
1.2 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
B. I.H.S. Contract Documents.
C. Section 015000 Temporary Facilities.
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Identification: Alteration (Level 2) at the lower-level Central Supply Rooms of Phoenix Indian Medical Center (PIMC) and installation of VRF's at first floor. Work to consist of abatement of existing tiles and mastic and interior finish modifications to Office, Records, Sterile, and Decontamination Room of roughly 3,415 s.f, a temporary mobile sterilization trailer that will facilitate the Central Supply Rooms during construction, and a temporary storage structure to store equipment.
1. Project Location: Phoenix, Arizona
2. Owner: Indian Health Service.
B. Architect Identification: The Contract Documents, dated January 29, 2024, were prepared for the Project by Burns Wald-Hopkins Shambach Architects (BWS) and their consultants.
1.4 SPECIAL EQUIPMENT MOVING
A. Storage of Equipment shall be coordinated with IHS as shown in the Drawings.
B. Liability for damage to Equipment is outlined in I.H.S. Contract Documents.
C. Some Equipment will be moved to an onsite temporary modular storage structure. See Section 015000 Temporary Facilities.
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SUMMARY 011100 - 2
1.5 USE OF PREMISES
A. Use of utilities shall in be accordance with FAR 52.236-14 Availability and Use of Utility Services. Buildings will be occupied during performance of work under this contract.
Before work is started, arrange with the Contracting Officer Representative (COR) a sequence of procedure, means of access, space for storage of materials and equipment, and use of approached, corridors, and stairways.
B. In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:
1. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work to remain.
2. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.
1.6 SPECIFICATION FORMATS AND CONVENTIONS
A. Specification Format:
1. The Specifications are organized into Divisions and Sections using the 49-division format and CSI/CSC's "MasterFormat" numbering system.
a. Section Identification: The Specifications use section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents.
B. Specification Content:
1. 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:
a. Abbreviated Language: Language used in the Specifications and other Contract Documents may be abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.
b. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SUMMARY 011100 - 3
i. 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.
1.7 DOCUMENT MANAGEMENT
A. See Section 013300 “Submittals” for document management requirements.
1.8 LAYING OUT OF THE WORK
A. Prior to commencing work, the Contractor shall carefully compare and check all drawings, each with the other, that in any way affect the locations or elevation of the work to be executed by him, and should any discrepancy be found, he shall immediately report the same to the Architect for verifications and adjustments. Any duplication of work made necessary by failure or neglect on the Contractor's part to comply with this provision shall be done at his sole expense.
B. The drawings accompanying these specifications indicate generally the design and arrangement of all apparatus, fixtures, accessories, etc., necessary to complete the work required. The exact location or arrangement of equipment is subject to minor changes necessitated by field conditions and shall be made as required without additional cost to the Owner.
C. If there is a discrepancy between documents, the most stringent requirements shall be assumed to apply to the work. Contractor shall not scale drawings if dimensions are not shown but ask for clarification from the architect.
D. Surveys, Benchmarks, Lines and Levels: Working from data established by his property survey, Contractor shall establish and maintain benchmarks and other dependable markers and set lines and levels for the work on site as needed to properly locate each element of entire project. Contractor shall calculate and measure required dimensions as shown (within recognized tolerances). Contractor shall not scale drawings to determine dimensions. Contractor shall advise tradesmen performing the work of marked lines and levels provided for their use in layout of work.
E. Existing Conditions:
1. The existing utilities and other conditions shown or referred to on the drawings or in the specifications were located from existing reference drawings. While it may be reasonable to assume that the locations are reasonably accurate, the Contractor shall utilize blue staking services or other information as available for to verify all existing utilities. Contractor should use extreme caution in trenching, cutting asphalt, etc.
2. If the Contractor should encounter utilities or conditions not shown on available reference materials, immediately notify the Architect who will direct Contractor in removal, repair, and/or rerouting of utilities and resolution of unexpected conditions.
3. Utility Shutdowns: Contractor shall coordinate closely with Contracting Officer’s
Representative (COR) and OWNER for all utility shutdowns and changeovers.
Contractor shall conduct a planning meeting with all affected parties, coordinated with the COR and OWNER, a minimum of 30-days prior to any required shutdown.
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SUMMARY 011100 - 4
PART 2 – PRODUCTS (Not Used)
PART 3 – EXECUTION (Not Used)
END OF SECTION 011100
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
PROJECT MEETINGS 013100 - 1
SECTION 013100 - PROJECT MEETINGS
PART 1 – GENERAL
1.1 SUMMARY
A. This section specifies administrative and procedural requirements for project meetings including but not limited to:
1. Pre-construction conference
2. Pre-Installation Conferences as noted in individual spec sections
3. Coordination meetings
4. Progress meetings
1.2 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-01 Specification Sections, apply to this section.
1.3 PRECONSTRUCTION CONFERENCE:
A. To be held after execution of the Agreement and prior to commencement of construction activities.
B. Attendees: The COR, CO, OWNER, Architect, and their consultants, the Contractor and his/her superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the work.
C. Deliverable: Fully developed and vetted critical path construction schedule.
D. Agenda: Discuss items of significance that could affect progress including such topics as:
1. Critical work sequencing
2. Designation of responsible personnel
3. Procedures for processing change orders
4. Procedures for processing applications for payment
5. Distribution of contract documents
6. Process for submittals of shop drawings, product data and samples
7. Preparation of record documents
8. Office, work, access, and storage areas
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
PROJECT MEETINGS 013100 - 2
9. Equipment deliveries and priorities
10. Housekeeping
11. Working hours
E. The CO will chair the conference, record significant discussions, and electronically distribute copies of minutes of the conference promptly to everyone concerned.
1.4 COORDINATION MEETINGS:
A. Conduct coordination meetings with subcontractors as required to expedite job progress.
Project coordination meetings are in addition to specific meetings held for other purposes, such as regular progress meetings and special pre-installation meetings.
B. Request representation at each meeting by every party currently involved in coordination or planning for the construction activities involved.
C. The General Contractor will chair the meetings, record significant discussions of each meeting, and electronically distribute copies of minutes of each meeting promptly to everyone concerned.
1.5 PROGRESS MEETINGS:
A. The Contractor shall schedule and administer monthly construction progress meetings throughout the contract performance period. Additional meetings may be held as required. The location of progress meetings will normally be on site; however, other locations may be approved by CO.
1. The Contractor shall make arrangements for meetings, prepare agenda, and distribute notice of meetings to participants three (3) business days in advance of each progress meeting. Meeting agenda shall cover topics pertinent to continued progress and successful completion of the contract.
2. The CO, or if not attending, the appointed COR will preside over progress meetings. The Contractor shall record meeting minutes and distribute copies within five (5) calendar days after each meeting to participants, entities affected by meeting decisions, and the CO.
3. Attendance: Contractor, project superintendent, and subcontractors and suppliers as appropriate to agenda; the CO, COR, and other Government representatives may attend as appropriate.
4. Suggested topics include:
a. Review previous meeting minutes
b. Review schedule and progress. Contractor shall be prepared to:
i. Discuss the work and any causes of work delay(s);
ii. Present a plan to bring the work back into conformance with the schedule; or, if necessary:
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
PROJECT MEETINGS 013100 - 3
iii. Propose a revised work schedule.
c. Review field observations, problems, and decisions
d. Status of submittals / RFIs
e. Off-site fabrication and delivery schedules, if applicable
f. Quality control
g. Progress payments
B. Agenda: Review, correct and approve minutes of the previous progress meeting. Include topics for discussion as appropriate to the current status of the project.
C. Contractor's Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor's construction schedule, whether on time or behind 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. Review other items of significance that could affect progress.
D. Documentation Status: Review status of critical submittals, requests for information, proposal requests/change proposals, change orders, and similar items.
E. The Contractor will chair the meetings, record significant discussions and, soon after each meeting, electronically distribute copies of minutes of each meeting to each party present and to other members of the construction team.
PART 2 – PRODUCTS (Not Used)
PART 3 – EXECUTION (Not Used)
END OF SECTION 013100
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1
SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:
1. Preliminary construction schedule.
2. Contractor's construction schedule.
3. Digital photographs.
B. Related Requirements:
1. Section 013300, Submittals for submitting schedules and reports.
2. Section 014000, Quality Requirements for submitting a schedule of tests and inspections.
3. Section 017700, Closeout Procedures.
1.3 COORDINATION
A. Coordinate Contractor's construction schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.
B. Coordinate preparation and processing of schedules and reports with the performance of construction activities.
PART 2 - PRODUCTS
2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL
A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial Completion.
1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2
B. Activities: Treat each separate area as a separate numbered activity for each main element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by COR.
2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.
3. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Owner’s administrative procedures necessary for certification of Substantial Completion.
4. Punch List and Final Completion: Include not more than 20 days for completion of punch list items and final completion.
C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.
1. Phasing: Arrange list of activities on schedule by phase.
2. Products Ordered in Advance: Include a separate activity for each product. Delivery dates indicated stipulate the earliest possible delivery date.
3. Owner-Furnished Products: Include a separate activity for each product. Delivery dates indicated stipulate the earliest possible delivery date.
4. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Seasonal variations.
c. Environmental control.
D. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.
E. Contract Modifications: For each proposed contract modification, and concurrent with its submittal, prepare a time-impact analysis to demonstrate effect of proposed change on overall project schedule.
F. Computer Software: Prepare schedules using a program developed specifically to manage construction schedules.
2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's construction schedule. Base schedule on the startup construction schedule and additional information received since the start of Project.
CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.
1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.
C. Contractor's Construction Schedule Updating: At regular project meetings, update schedule to reflect actual construction progress and activities.
1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.
2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate final completion percentage for each activity.
D. Distribution: Distribute copies of approved schedule to COR and Architect, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.
2.3 DIGITAL PHOTOGRAPHS
A. Periodic Construction Photographs: Take ten digital photographs weekly, with submittal each month to coincide with date of Application for Payment. Select vantage points to best show status of construction and progress since the last photographs were taken.
B. Final Construction Photographs: Take forty digital color photographs after Date of Substantial Completion for submittal as Project Record Documents. COR will direct photographer to desired vantage points.
END OF SECTION 013200
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SUBMITTALS 013300 - 1
SECTION 013300 - SUBMITTALS
PART 1 – GENERAL
1.1 SUMMARY
A. Work related submittals including shop drawings, product data, samples and non-administrative miscellaneous submittals related directly to the work.
1.2 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-01 Specification sections, apply to work of this Section.
B. Coordination Drawings: The contractor shall work with appropriate subcontractors to provide coordination drawings for all work above ceilings. Drawings shall fully address mechanical, electrical, data, fire sprinklers, fire alarm, and other systems as appropriate.
1.3 RELATED SECTIONS
A. Section 011100 – Summary: Summary for general discussion of cloud-based project management during construction, which shall be provided and administered by the General Contractor. Particular requirements for its use are included in this Section.
1.4 DESCRIPTION OF REQUIREMENTS:
A. General: The Contractor shall provide and utilize a construction management software product designed specifically for transmitting information between construction project team members and overall management of documentation during the construction process (e.g., submittals, requests for information (RFIs), daily reports, progress photos, meeting minutes, etc.). The software shall use a cloud storage infrastructure that is Federal Risk and Authorization Management Program (FedRAMP) authorized, such as Amazon Web Service or Google Cloud. Examples of construction management software that use FedRAMP authorized cloud services include ProCore and Submittal Exchange. See Solicitation H Clause for further details.
B. The types of submittal requirements specified in this section include shop drawings, product data, samples and miscellaneous work-related submittals. Individual submittal requirements are specified in applicable sections for each unit of work. Refer to other Division-1 sections and other contract documents for requirements of administrative submittals.
C. Definitions: Work-related submittals of this section are categorized for convenience as follows:
1. Shop drawings include specially-prepared technical data for the project, including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form for general application to more than one project.
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SUBMITTALS 013300 - 2
2. Product data include standard printed information on materials, products and systems; not specially-prepared for this project, other than the designation of selections from among available choices printed therein. Include manufacturer's standard printed recommendations for application and use, compliance with standards, applications for labels and seals, maintenance information, and special coordination requirements for installation.
3. Samples include both fabricated and unfabricated physical examples of materials, products and units of work; both as complete units and as smaller portions of units of work; either for limited visual inspection or, (where indicated), for more detailed testing and analysis.
a. Approved physical samples shall be delivered to the job site and be maintained in the job site office.
4. Miscellaneous submittals related directly to the work, (non-administrative), include warranties, coordination drawings, maintenance agreements, workmanship bonds, survey data and reports, physical work records, quality testing and certifying reports, copies of industry standards, record drawings, field measurement data, operating and maintenance materials, overrun stock, and similar information, devices and materials applicable to the work and not processed as shop drawings, product data or samples.
1.5 INTENT
A. The review of shop drawings is intended to be a preview of what the Contractor intends to provide and functions as an effort to foresee unacceptable materials or methods and to avoid the possibility of their rejection at the project site. Review of submittals will be only for conformance with the design concept of the project and compliance with the information given in the Contract Documents. Review of shop drawings does not preclude Contractor from meeting all requirements of the Contract Documents and providing the work as documented therein.
B. The Contractor is responsible for dimensions to be confirmed at the site; for information that pertains solely to fabrication processes or to the means, methods, techniques, sequences, and procedures of construction; for actual quantities of items to be furnished;
and for coordination of the work of all trades. The Architect's approval of a specific item does not indicate approval of an assembly of which the item is a component.
1.6 GENERAL SUBMITTAL REQUIREMENTS:
A. Coordination and Sequencing: Coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittals. Coordinate and sequence different submittals for same work, and for interfacing units of work, so that one unit of work will not be delayed for coordination with another. The Contractor shall provide a list of all required submittals, along with a sequence that the submittals will be provided, for review by the Architect.
B. No fabrication of work shall be done, or any parts thereof shipped to site prior to approval of required submittals for such work.
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SUBMITTALS 013300 - 3
C. Submittals will not be reviewed which do not bear Contractor's signature and statement that Contractor has reviewed submittal and the contents of the submittals are in full conformity with the contract documents, except as noted. Contractor will be held responsible for any delay in the progress of the work which may be due to his failure to observe these requirements, and the time for the completion of his contract will not be extended on account of his failure to submit information promptly.
D. Review Times: The schedule of shop drawings shall include 14 calendar days for review of each submittal by the Architect, although the Architect will attempt to review submittals as quickly as possible. For complex submittals allow for a ten (10) calendar day resubmittal review time by the Architect, if required. Revise submittal schedule and resubmit when progress deviates from previous schedule by seven (7) calendar days.
1.7 PREPARATION OF SUBMITTALS
A. Show Contractor's executed review and approval marking and provide space for Architect's "Action" marking. Package each submittal appropriately for transmittal and handling. Submittals which are received from sources other than through Contractor's office will be returned "without action".
1. Installer's Copy: Do not proceed with ordering or installation of materials, products or systems until final copy of applicable submittal is in possession of Installer.
1.8 ADDITIONAL DISTRIBUTION AND COORDINATION OF SUBMITTALS BY CONTRACTOR
A. Provide additional distribution of submittals (not included in foregoing copy submittal requirements) to subcontractors, suppliers, fabricators, installers, governing authorities and others as necessary for proper coordination of the work. Include such additional copies in transmittal to Architect where required to receive "Action" marking before final distribution. Show such distributions on transmittal forms.
1.9 SPECIFIC-CATEGORY SUBMITTAL REQUIREMENTS
A. The intent of electronic submittals is to expedite the construction process by reducing paperwork, improving information flow, and decreasing turnaround time.
B. The electronic submittal process is not intended for color samples, color charts, or physical material samples.
1.10 PROCEDURES
A. Submittal Preparation: Contractor may use any or all of the following options:
1. Subcontractors and Suppliers provide electronic (PDF) submittals to Contractor via the project management website.
2. Subcontractors and Suppliers provide paper submittals to General Contractor who electronically scans and converts to PDF format.
3. Subcontractors and Suppliers provide paper submittals to Scanning Service which electronically scans and converts to PDF format.
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SUBMITTALS 013300 - 4
B. Contractor shall review and apply electronic stamp certifying that the submittal complies with the requirements of the Contract Documents including verification of manufacturer / product, dimensions and coordination of information with other parts of the work.
C. Contractor shall transmit each submittal to Architect, and any other designated construction team members using the project management system.
D. Architect / Engineer review comments will be made available on the management website for downloading. Contractor will receive email notice of completed review.
E. Distribution of reviewed submittals to subcontractors and suppliers is the responsibility of the Contractor.
1.11 COSTS
A. General Contractor shall include the full cost of the project management system subscription in their bid proposal. This cost shall be included in the Contract Amount.
The GC shall directly verify such costs with the service provider prior to bid.
1.12 INTERNET SERVICE AND EQUIPMENT REQUIREMENTS
A. Email address and Internet access at Contractor’s main office.
B. Adobe Acrobat (www.adobe.com), Bluebeam PDF Revu (www.bluebeam.com), or other similar PDF review software for applying electronic stamps and comments.
1.13 SAFETY DATA SHEETS (SDS)
A. Comply with OSHA Globally Harmonized Criteria.
1.14 EQUIPMENT SUBMITTALS
A. Submit all submittals for equipment in a given system, such as an air handling system, at one time.
1. Piping, conduit, equipment, etc. submittals shall be accompanied with support/suspension information intended to be used for installation.
1.15 SAMPLES
A. Provide units identical with final condition of proposed materials or products for the work.
Include "range" samples (not less than three (3) units) where unavoidable variations are to be expected and describe or identify variations between units of each set. Provide full set of optional samples where Architect's selection is required. Prepare samples to match Architect's sample where so indicated. Include information with each sample to show generic description, source or product name and manufacturer, limitations, and compliance with standards. Samples are submitted for review and confirmation of color, pattern, texture, and "kind" by Architect. Architect will not "test" samples (except as otherwise indicated) for compliance with other requirements, which are therefore the exclusive responsibility of the Contractor.
CONSTRUCTION DOCUMENTS
SPECIFICATIONS
SUBMITTALS 013300 - 5
1.16 INSPECTION AND TEST REPORTS
A. Classify each as either "shop drawing" or "product data", depending upon whether report is uniquely prepared for project or a standard publication of workmanship control testing at point of production, and process accordingly.
1.17 MATERIALS AND TOOLS
A. Refer to individual work sections for required quantities of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted.
1.18 ACTION ON SUBMITTALS
A. Architect's Action: Where action and return is required, Architect will review each submittal and return with comments within a reasonable period of time. Where submittal must be held for coordination, Contractor will be so advised without delay.
B. Review comments may be interpreted as follows:
1. "Approved" or "Reviewed": Work may proceed, provided it complies with Contract Documents.
2. "Approved As Noted", “Correct as Noted”, or “Reviewed with Comments”: Work may proceed, provided it complies with notations and corrections on submittal and with Contract Documents. This may include some portions of submittals to be resubmitted or additional information to be provided.
3. Revise and Resubmit", "Not Approved", "Rejected", or “Submit Specified Item”:
Do not proceed with the work. Revise submittal in accordance with notations and corrections and resubmit without delay.
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION – NOT USED
END OF SECTION 013300
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SECTION 013526 - SAFETY REQUIREMENTS
TABLE OF CONTENTS
1.1 APPLICABLE PUBLICATIONS:
1.2 DEFINITIONS:
1.3 REGULATORY REQUIREMENTS:
1.4 ACCIDENT PREVENTION PLAN (APP):
1.5 ACTIVITY HAZARD ANALYSES (AHAs):
1.6 PRECONSTRUCTION CONFERENCE:
1.7 “SITE SAFETY AND HEALTH OFFICER” (SSHO) and “COMPETENT PERSON” (CP):
1.8 TRAINING:
1.9 INSPECTIONS:
1.10 ACCIDENTS, OSHA 300 LOGS, AND MAN-HOURS:
1.11 PERSONAL PROTECTIVE EQUIPMENT (PPE):
1.12 INFECTION CONTROL
1.13 FIRE SAFETY
1.14 ELECTRICAL
1.15 FALL PROTECTION
1.16 SCAFFOLDS AND OTHER WORK PLATFORMS
1.17 EXCAVATION AND TRENCHES
1.18 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)
1.19 CONFINED SPACE ENTRY
1.20 WELDING AND CUTTING
1.21 LADDERS
1.22 FLOOR & WALL OPENINGS
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SECTION 013526 - SAFETY REQUIREMENTS
PART 1 - GENERAL
1.1 APPLICABLE PUBLICATIONS:
A. Latest publications listed below form part of this Article to extent referenced. Publications are referenced in text by basic designations only.
B. American Society of Safety Engineers (ASSE):
A10.1-2011 ..........................Pre-Project & Pre-Task Safety and Health Planning
A10.34-2012 ........................Protection of the Public on or Adjacent to Construction Sites
A10.38-2013 ........................Basic Elements of an Employer’s Program to Provide a Safe and
Healthful Work Environment American National Standard
Construction and Demolition Operations
C. American Society for Testing and Materials (ASTM):
E84-2013 .............................Surface Burning Characteristics of Building Materials
D. The Facilities Guidelines Institute (FGI):
FGI Guidelines for Design and Construction of Hospitals, latest version
FGI Guidelines for Design and Construction of Outpatient Facilities, latest version
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E. National Fire Protection Association (NFPA):
10.........................................Standard for Portable Fire Extinguishers
30.........................................Flammable and Combustible Liquids Code
51B ......................................Standard for Fire Prevention During Welding, Cutting and Other
Hot Work
70.........................................National Electrical Code
70B ......................................Recommended Practice for Electrical Equipment Maintenance
70E ......................................Standard for Electrical Safety in the Workplace
99.........................................Health Care Facilities Code
101.......................................Life Safety Code
241.......................................Standard for Safeguarding Construction, Alteration, and
Demolition Operations
F. The Joint Commission (TJC)
TJC Manual ........................Comprehensive Accreditation and Certification Manual
G. U.S. Occupational Safety and Health Administration (OSHA):
29 CFR 1910 ......................Safety and Health Regulations for General Industry
29 CFR 1926 ......................Safety and Health Regulations for Construction Industry
1.2 DEFINITIONS:
A. OSHA “Competent Person” (CP). One who is capable of identifying existing and predictable hazards in the surroundings and working conditions which are unsanitary, hazardous or dangerous to employees, and who has the authorization to take prompt corrective measures to eliminate them (see 29 CFR 1926.32(f)).
B. "Qualified Person" means one who, by possession of a recognized degree, certificate, or professional standing, or who by extensive knowledge, training and experience, has successfully demonstrated his ability to solve or resolve problems relating to the subject matter, the work, or the project.
C. High Visibility Accident. Any mishap which may generate publicity or high visibility.
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D. Accident/Incident Criticality Categories:
1. No impact – near miss incidents that should be investigated but are not required to be reported to the Government;
2. Minor incident/impact – incidents that require first aid or result in minor equipment damage
(less than $5000). These incidents must be investigated but are not required to be reported to the Government;
3. Moderate incident/impact – Any work-related injury or illness that results in:
a. Days away from work (any time lost after day of injury/illness onset);
b. Restricted work;
c. Transfer to another job;
d. Medical treatment beyond first aid;
e. Loss of consciousness;
4. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (5) above or,
5. Any incident that leads to major equipment damage (greater than $5000).
E. These incidents must be investigated and are required to be reported to the Government;
1 Major incident/impact – Any mishap that leads to fatalities, hospitalizations, amputations, and losses of an eye as a result of contractors’ activities. Or any incident which leads to major property damage (greater than $20,000) and/or may generate publicity or high visibility.
These incidents must be investigated and are required to be reported to the Government as soon as practical, but not later than two (2) hours after the incident.
F. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.
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1.3 REGULATORY REQUIREMENTS:
A. In addition to the detailed requirements included in the provisions of this contract, comply with
29 CFR 1926, comply with 29 CFR 1910 as incorporated by reference within 29 CFR 1926, comply with ASSE A10.34, and all applicable federal, state, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern except with specific approval and acceptance by the Contracting Officer Representative.
1.4 ACCIDENT PREVENTION PLAN (APP):
A. The APP (aka Construction Safety & Health Plan) shall interface with the Contractor's overall safety and health program. Include any portions of the Contractor's overall safety and health program referenced in the APP in the applicable APP element and ensure it is site-specific. The
Government considers the Prime Contractor to be the "controlling authority" for all worksite safety and health of each subcontractor(s). Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.
B. The APP shall be prepared as follows:
1. Written in English by a qualified person who is employed by the Prime Contractor articulating the specific work and hazards pertaining to the contract (model language can be found in
ASSE A10.33). Specifically articulating the safety requirements found within these
Government contract safety specifications. APP shall be made available in other languages as necessary to convey the contents of the plan.
2. Address both the Prime Contractors and the subcontractors work operations.
3. State measures to be taken to control hazards associated with materials, services, or equipment provided by suppliers.
4. Address all the elements/sub-elements and in order as follows:
a. SIGNATURE SHEET. Title, signature, and phone number of the following:
1) Plan preparer (Qualified Person such as corporate safety staff person or contracted
Certified Safety Professional with construction safety experience);
2) Plan approver (company/corporate officers authorized to obligate the company);
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3) Plan concurrence (e.g., Chief of Operations, Corporate Chief of Safety, Corporate
Industrial Hygienist, project manager or superintendent, project safety professional).
Provide concurrence of other applicable corporate and project personnel
(Contractor).
b. BACKGROUND INFORMATION. List the following:
1) Contractor;
2) Contract number;
3) Project name;
4) Brief project description, description of work to be performed, and location; phases of work anticipated (these will require an AHA).
c. STATEMENT OF SAFETY AND HEALTH POLICY. Provide a copy of current corporate/company Safety and Health Policy Statement, detailing commitment to providing a safe and healthful workplace for all employees. The Contractor’s written safety program goals, objectives, and accident experience goals for this contract should be provided.
d. RESPONSIBILITIES AND LINES OF AUTHORITIES. Provide the following:
1) A statement of the employer’s ultimate responsibility for the implementation of the
Safety and Occupational Health (SOH) program;
2) Identification and accountability of personnel responsible for safety at both corporate and project level. Contracts specifically requiring safety or industrial hygiene personnel shall include a copy of their resumes.
3) The names of Competent and/or Qualified Person(s) and proof of competency/qualification to meet specific OSHA Competent/Qualified Person(s) requirements must be attached.
4) Requirements that no work shall be performed unless a designated competent person is present on the job site;
5) Requirements for pre-task Activity Hazard Analysis (AHAs);
6) Lines of authority;
7) Policies and procedures regarding noncompliance with safety requirements (to include disciplinary actions for violation of safety requirements) should be identified;
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e. SUBCONTRACTORS AND SUPPLIERS. If applicable, provide procedures for coordinating SOH activities with other employers on the job site:
1) Identification of subcontractors and suppliers (if known);
2) Safety responsibilities of subcontractors and suppliers.
f. TRAINING.
1) Site-specific SOH orientation training at the time of initial hire or assignment to the project for every employee before working on the project site is required.
2) Mandatory training and certifications that are applicable to this project (e.g., explosive actuated tools, crane operator, rigger, crane signal person, fall protection, electrical lockout/NFPA 70E, machine/equipment lockout, confined space, etc…) and any requirements for periodic retraining/recertification are required.
3) Procedures for ongoing safety and health training for supervisors and employees shall be established to address changes in site hazards/conditions.
4) OSHA 10-hour training is required for all workers on site and the OSHA 30-hour training is required for Trade Competent Persons (CPs)
g. SAFETY AND HEALTH INSPECTIONS.
1) Specific assignment of responsibilities for a minimum daily job site safety and health inspection during periods of work activity: Who will conduct (e.g., “Site Safety and
Health CP”), proof of inspector’s training/qualifications, when inspections will be conducted, procedures for documentation, deficiency tracking system, and follow-up procedures.
2) Any external inspections/certifications that may be required (e.g., contracted CSP or
CSHT)
h. ACCIDENT/INCIDENT INVESTIGATION & REPORTING. The Contractor shall conduct mishap investigations of all Moderate and Major as well as all High Visibility Incidents.
The APP shall include accident/incident investigation procedure and identify person(s) responsible to provide the following to the Contracting Officer Representative:
1) Exposure data (man-hours worked);
2) Accident investigation reports;
3) Project site injury and illness logs.
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SAFETY REQUIREMENTS 013526 -8
i. PLANS (PROGRAMS, PROCEDURES) REQUIRED. Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational, patient, and public safety risks in site-specific compliance and accident prevention plans. These Plans shall include but are not be limited to procedures for addressing the risks associates with the following:
1) Emergency response;
2) Contingency for severe weather;
3) Fire Prevention;
4) Medical Support;
5) Posting of emergency telephone numbers;
6) Prevention of alcohol and drug abuse;
7) Site sanitation (housekeeping, drinking water, toilets);
8) Night operations and lighting;
9) Hazard communication program;
10) Welding/Cutting “Hot” work;
11) Electrical Safe Work Practices (Electrical LOTO/NFPA 70E);
12) General Electrical Safety;
13) Hazardous energy control (Machine LOTO);
14) Site-Specific Fall Protection & Prevention;
15) Excavation/trenching;
16) Asbestos abatement;
17) Lead abatement;
19) Respiratory protection;
20) Health hazard control program;
23) Heat/Cold Stress Monitoring;
24) Crystalline Silica Monitoring (Assessment);
25) Demolition plan (to include engineering survey);
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26) Formwork and shoring erection and removal;
27) Public (Mandatory compliance with ANSI/ASSE A10.34-2012).
C. Submit the APP to the Contracting Officer Representative for review for compliance with contract requirements in accordance with Section 013300 SUBMITTALS 15 calendar days prior to commencement of on-site work. Work cannot proceed without an accepted APP.
D. Once accepted by the Contracting Officer Representative, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the Contracting Officer in accordance with
FAR Clause 52.236-13, Accident Prevention, until the matter has been rectified.
E. Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Contracting Officer Representative. Should any severe hazard exposure, i.e.
imminent danger, become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate/remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public and the environment.
1.5 ACTIVITY HAZARD ANALYSES (AHAs):
A. AHAs are also known as Job Hazard Analyses, Job Safety Analyses, and Activity Safety
Analyses. Before beginning each work activity involving a type of work presenting hazards not experienced in previous project operations or where a new work crew or sub-contractor is to perform the work, the Contractor(s) performing that work activity shall prepare an AHA.
B. AHAs shall define the activities being performed and identify the work sequences, the specific anticipated hazards, site conditions, equipment, materials, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level of risk.
C. Work shall not begin until the AHA for the work activity has been accepted by the Contracting
Officer Representative and discussed with all engaged in the activity, including the Contractor, subcontractor(s), and Government on-site representatives at preparatory and initial control phase meetings.
1. The names of the Competent/Qualified Person(s) required for a particular activity (for example, excavations, scaffolding, fall protection, other activities as specified by OSHA and/or other State and Local agencies) shall be identified and included in the AHA.
Certification of their competency/qualification shall be submitted to the Contracting Officer
Representative for acceptance prior to the start of that work activity.
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2. The AHA shall be reviewed and modified as…
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