B01 Attachment J01 - Specifications.pdf

2 West 1st Street, Suite 201, Duluth, Minnesota 55802 tel (218) 727-2626 fax (218) 722-7467 dsgw.com DULUTH I TWIN CITIES I VIRGINIA | EAST GRAND FORKS

DSGW is an Equal Opportunity Employer

Specifications

Woodrow Wilson Keeble Memorial Health Care Center USP Compliance

Sisseton, SD

IHS Project #

HHSI102201800141

DSGW Project #

022003.00

January 12, 2024

22003 - Woodrow Wilson Keeble Memorial Health Care Center USP Compliance

IHS # HHSI102201800141

00 01 01 - 1 PROJECT MANUAL &

REGISTRATION SHEET

SECTION 00 01 01

PROJECT MANUAL TITLE AND REGISTRATION SHEET

WOODROW WILSON KEEBLE MEMORIAL HEALTH CARE CENTER USP COMPLIANCE

SISSETON, SOUTH DAKOTA

DATE: January 24, 2024

ARCHITECT

DSGW ARCHITECTS, INC.

2 West 1st Street, Suite 201 Duluth, MN 55802 Phone: 218-727-2626

IHS PROJECT NO.: HHSI102201800141

DSGW PROJECT NO.: 022003.00

MECHANCIAL/ELECTRICAL ENGINEER

EDI-DOLEJS

1112 North 5th Street Minneapolis, MN 55411 Phone: 612-343-5965

STRUCTURAL ENGINEER

NORTHLAND CONSULTING ENGINEERS L.L.P.

102 South 21st Avenue West, Suite 1 Duluth, MN 55806 Phone: 218-727-5995

I hereby certify that these Drawings and Specifications were prepared by me or under by direct supervision and that I am a duly registered Architect under the laws of the State of South Dakota.

Ryan Turner Reg. 14817

© DSGW. All rights reserved.

The architectural works depicted herein are the sole property of DSGW and may not be constructed or used without its express written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due DSGW and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans.

END OF SECTION

USP Compliance

IHS # HHSI102201800141

00 01 10 - 1 TABLE OF CONTENTS

SECTION 00 01 10

TABLE OF CONTENTS

WOODROW WILSON KEEBLE MEMORIAL HEALTH CARE CENTER USP COMPLIANCE

SISSETON, SOUTH DAKOTA

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 – Project Manual Title and Registration Sheet 00 01 10 – Table of Contents 00 01 15 – Schedule of Drawings 00 31 00 – Available Project Information

DIVISION 01 -- GENERAL REQUIREMENTS

01 10 00 – Summary 01 20 00 – Price and Payment Procedures 01 30 00 – Administrative Requirements 01 40 00 – Quality Requirements 01 50 00 – Temporary Facilities and Controls 01 60 00 – Product Requirements 01 70 00 – Execution and Closeout Requirements 01 78 00 – Closeout Submittals

DIVISION 02 – EXISTING CONDITIONS

02 41 00 – Demolition

DIVISION 03 – CONCRETE

03 10 00 – Concrete Forming 03 20 00 – Concrete Reinforcing 03 30 00 – Cast in Place Concrete

DIVISION 04 -- MASONRY

04 20 01 – Masonry Veneer

DIVISION 05 -- METALS

05 50 00 – Metal Fabrications

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 10 00 – Rough Carpentry 06 20 00 – Finish Carpentry 06 41 00 – Architectural Wood Casework

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 21 00 – Thermal Insulation 07 25 00 – Weather Barriers 07 53 00 – Elastomeric Membrane Roofing 07 84 00 – Firestopping 07 90 05 – Joint Sealers

DIVISION 08 -- OPENINGS

08 12 13 – Hollow Metal Frames 08 14 16 – Architectural Wood Doors 08 31 00 – Access Doors and Panels 08 33 13 – Coiling Counter Doors 08 43 13 – Aluminum Framed Storefronts 08 71 00 – Door Hardware 08 80 00 – Glazing

USP Compliance

00 01 10 - 2 TABLE OF CONTENTS

DIVISION 09 -- FINISHES

09 21 16 – Gypsum Board Assemblies 09 51 00 – Acoustical Ceilings 09 65 00 – Resilient Flooring 09 68 13 – Tile Carpeting 09 90 00 – Painting and Coating

DIVISION 10 -- SPECIALTIES

10 14 00 – Signage 10 26 01 – Wall and Corner Guards 10 28 00 – Toilet Accessories 10 44 00 – Fire Protection Specialties 10 51 00 – Lockers 10 56 13 – Metal Storage Shelving 10 56 26 – Mobile Storage Shelving Units 10 56 26.13 – Mobile Storage Shelving Units

DIVISION 21 -- FIRE SUPPRESSION

21 00 01 – Fire Suppression Certification 21 10 00 – Water-Based Fire Protection Systems

DIVISION 22 -- PLUMBING

22 00 01 – Plumbing Certifications 22 00 10 – General Provisions 22 05 00 – Common Work Results for Plumbing 22 05 23 – General-Duty Valves for Plumbing Piping 22 05 29 – Hangers and Supports for Plumbing Piping and Equipment 22 05 53 – Identification for Plumbing Piping and Equipment 22 07 00 – Plumbing Insulation 22 11 16 – Domestic Water Piping 22 11 19 – Domestic Water Piping Specialties 22 13 16 – Sanitary Waste and Vent Piping 22 13 19 – Sanitary Waste Piping Specialties 22 40 00 – Plumbing Fixtures 22 45 00 – Emergency Plumbing Fixtures

DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 00 01 – Mechanical Certifications 23 00 10 – General Provisions 23 01 30 – HVAC Air-Distribution System Cleaning 23 05 00 – Common Work Results for HVAC 23 05 13 – Common Motor Requirements for HVAC Equipment 23 05 23 – General-Duty Valves for HVAC Piping 23 05 29 – Hangers and Supports for HVAC Piping and Equipment 23 05 48 – Vibration Controls for HVAC Piping and Equipment 23 05 53 – Identification for HVAC Piping and Equipment 23 05 93 – Testing, Adjusting, and Balancing for HVAC 23 07 00 – HVAC Insulation 23 08 00 – Commissioning of HVAC 23 09 93 – Sequence of Operations for HVAC Controls 23 21 13 – Hydronic Piping 23 31 13 – Metal Ducts 23 33 00 – Air Duct Accessories 23 34 23 – HVAC Power Ventilators 23 37 13 – Diffusers, Registers, and Grills 23 41 33 – High Efficiency Particulate Filtration

USP Compliance

00 01 10 - 3 TABLE OF CONTENTS

23 81 46 – Water Source Unitary Heat Pumps 23 82 16 – Air Coils

DIVISION 26 – ELECTRICAL

26 00 01 – Electrical Certification 26 00 10 – General Provisions for Electrical Work 26 01 00 – Construction Power and Lighting 26 05 00 – Common Work Results for Electrical 26 05 19 – Low-Voltage Electrical Power Conductors and Cables 26 05 26 – Grounding and Bonding for Electrical Systems 26 05 33 – Raceways and Boxes for Electrical Systems 26 05 53 – Identification for Electrical Systems 26 09 23 – Lighting Control Devices 26 24 16 – Panelboards 26 27 26 – Wiring Devices 26 28 13 – Fuses 26 28 16 – Enclosed Switches and Circuit Breakers 26 51 19 – LED Interior Lighting

DIVISION 27 – COMMUNICATIONS

27 00 01 – Communications Certification 27 00 10 – General Provisions 27 01 00 – Operation, Maintenance and Warranty 27 05 00 – Common Work Results for Communications 27 05 26 – Grounding for Communications 27 05 28 – Pathways for Communications 27 05 44 – Sleeves and Sleeve Seals for Communications Pathways and Cabling 27 05 53 - Identification for Communication Systems 27 06 00 – Schedules for Communications 27 08 00 – Testing of Communication Systems 27 10 00 – Structured Cabling Requirements 27 11 19 – Termination Blocks and Patch Panels 27 11 23 – Cable Management and Ladder Rack 27 11 26 – Rack Mounted Power Protection and Power Strips 27 15 13 – Copper Horizontal Cabling 27 15 43 – Faceplates and Connectors 27 16 19 – Patch Cords and Cross Connect Wire

22003 - Woodrow Wilson Keeble Memorial Health Care Center USP Compliance

IHS # HHSI102201800141 00 01 15 - 1 SCHEDULE OF DRAWINGS

SECTION 00 01 15

SCHEDULE OF DRAWINGS

WOODROW WILSON KEEBLE MEMORIAL HEALTH CARE CENTER USP COMPLIANCE

FLANDREAU, SOUTH DAKOTA

SHEET TITLE

A0.1 Title Sheet

ARCHITECTURAL

A1.1 Life Safety Plan & Summary A1.3 Demo Plan A2.1 Ambulance Garage A2.2 Pharmacy A3.1 First Floor RCP A4.1 Schedules and Types A7.1 Interior Elevations A8.1 Details

MECHANICAL

M0.1 Mechanical Title Sheet M1.1 Pharmacy - Mechanical Demolition M1.2 Ambulance Garage – Mechanical Demolition M2.1 Pharmacy - Fire Protection M2.2 Ambulance Garage – Fire Protection M3.0 Pharmacy - Underfloor Plumbing M3.1 Pharmacy- Plumbing M4.1 Pharmacy - Piping M4.2 Ambulance Garage - Piping M5.1 Pharmacy - HVAC M5.2 Ambulance Garage - HVAC M6.1 Mechanical Schedules M7.1 Mechanical Details

ELECTRICAL

E0.1 Electrical Title Sheet E1.1 Pharmacy - Electrical Demolition E1.2 Ambulance Garage – Electrical Demolition E2.1 Pharmacy - Lighting E2.2 Ambulance Garage - Lighting E3.1 First Floor Plan - Power & Systems E3.2 Pharmacy - Power & Systems E3.3 Ambulance Garage – Power & Systems E4.1 Schedules – Electrical E4.2 Schedules – Electrical E5.1 Details - Electrical

22003 - Woodrow Wilson Keeble Memorial Health Care Center USP Compliance

IHS # HHSI102201800141 00 31 00 - 1 AVAILABLE PROJECT INFORMATION

SECTION 00 31 00

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.01 INFECTION CONTROL RISK ASSESSMENT

A. Assessment to be appended to this section.

1.02 TRIBAL EMPLOYMENT RIGHTS ORDINANCE (TERO)

A. Assessment to be appended to this section.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

Steps 1-3 Adapted with permission V Kennedy, B Barnard, St Luke Episcopal Hospital, Houston TX; C Fine CA

Steps 4-14 Adapted with permission Fairview University Medical Center Minneapolis MN Forms modified /updated;

provided courtesy of Judene Bartley, ECSI Inc. Beverly Hills MI 2002. Jbartley@ameritech.net Updated, 2009.

Infection Control Risk Assessment

Matrix of Precautions for Construction & Renovation

Step One:

Using the following table, identify the Type of Construction Project Activity (Type A-D)

TYPE A

Inspection and Non-Invasive Activities.

Includes, but is not limited to:

removal of ceiling tiles for visual inspection only, e.g., limited to 1 tile per 50 square feet painting (but not sanding) wallcovering, electrical trim work, minor plumbing, and activities which do not generate dust or require cutting of walls or access to ceilings other than for visual inspection.

TYPE B

Small scale, short duration activities which create minimal dust

Includes, but is not limited to:

installation of telephone and computer cabling access to chase spaces cutting of walls or ceiling where dust migration can be controlled.

TYPE C

Work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies

Includes, but is not limited to:

sanding of walls for painting or wall covering removal of floorcoverings, ceiling tiles and casework new wall construction minor duct work or electrical work above ceilings major cabling activities any activity which cannot be completed within a single workshift.

TYPE D

Major demolition and construction projects

Includes, but is not limited to:

activities which require consecutive work shifts requires heavy demolition or removal of a complete cabling system new construction.

Step 1: _________________________________________________________

RTurner Text Box

TYPE C

Steps 1-3 Adapted with permission V Kennedy, B Barnard, St Luke Episcopal Hospital, Houston TX; C Fine CA

Steps 4-14 Adapted with permission Fairview University Medical Center Minneapolis MN Forms modified /updated;

provided courtesy of Judene Bartley, ECSI Inc. Beverly Hills MI 2002. Jbartley@ameritech.net Updated, 2009.

Step Two:

Using the following table, identify the Patient Risk Groups that will be affected.

If more than one risk group will be affected, select the higher risk group:

Low Risk Medium Risk High Risk Highest Risk

Office areas

Cardiology

Echocardiography

Endoscopy

Nuclear Medicine

Physical Therapy

Radiology/MRI

Respiratory

Therapy

CCU

Emergency Room

Labor & Delivery

Laboratories

(specimen)

Medical Units

Newborn Nursery

Outpatient Surgery

Pediatrics

Pharmacy

Post Anesthesia Care

Unit

Surgical Units

Any area caring for immunocompromised patients

Burn Unit

Cardiac Cath Lab

Central Sterile Supply

Intensive Care Units

Negative pressure isolation rooms

Oncology

Operating rooms including C-section rooms

Step 2__________________________________________________________

Step Three: Match the

Patient Risk Group (Low, Medium, High, Highest) with the planned …

Construction Project Type (A, B, C, D) on the following matrix, to find the …

Class of Precautions (I, II, III or IV) or level of infection control activities required.

Class I-IV or Color-Coded Precautions are delineated on the following page.

IC Matrix - Class of Precautions: Construction Project by Patient Risk

Construction Project Type

Patient Risk Group TTYYPPEE AA TTYYPPEE BB TTYYPPEE CC TTYYPPEE DD

LLOOWW Risk Group II IIII IIII IIIIII//IIVV

MMEEDDIIUUMM Risk Group II IIII IIIIII IIVV

HHIIGGHH Risk Group II IIII IIIIII//IIVV IIVV

HHIIGGHHEESSTT Risk Group IIII IIIIII//IIVV IIIIII//IIVV IIVV

Note: Infection Control approval will be required when the Construction Activity and Risk Level indicate that CCllaassss IIIIII or CCllaassss IIVV control procedures are necessary.

Step 3 ______________________________________________________

RTurner Text Box

HIGH RISK

RTurner Text Box

III

Steps 1-3 Adapted with permission V Kennedy, B Barnard, St Luke Episcopal Hospital, Houston TX; C Fine CA

Steps 4-14 Adapted with permission Fairview University Medical Center Minneapolis MN Forms modified /updated;

provided courtesy of Judene Bartley, ECSI Inc. Beverly Hills MI 2002. Jbartley@ameritech.net Updated, 2009.

Description of Required Infection Control Precautions by Class

During Construction Project Upon Completion of Project

C L

A S

S I

1. Execute work by methods to minimize raising dust from construction operations.

2. Immediately replace a ceiling tile displaced for visual inspection

1. Clean work area upon completion of task.

C L

A S

S I

I

1. Provide active means to prevent airborne dust from dispersing into atmosphere.

2. Water mist work surfaces to control dust while cutting.

3. Seal unused doors with duct tape.

4. Block off and seal air vents.

5. Place dust mat at entrance and exit of work area

6. Remove or isolate HVAC system in areas where work is being performed.

1. Wipe work surfaces with cleaner/disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work area.

4. Upon completion, restore HVAC system where work was performed.

C L

A S

S I

II

1. Remove or Isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Contain construction waste before transport in tightly covered containers.

5. Cover transport receptacles or carts. Tape covering unless solid lid.

1. Do not remove barriers from work area until completed project is inspected by the owner’s

Safety Department and Infection Prevention &

Control Department and thoroughly cleaned by the owner’s Environmental Services

Department.

2. Remove barrier materials carefully to minimize spreading of dirt and debris associated with construction.

3. Vacuum work area with HEPA filtered vacuums.

4. Wet mop area with cleaner/disinfectant.

5. Upon completion, restore HVAC system where work was performed.

C L

A S

S I

V

1. Isolate HVAC system in area where work is being done to prevent contamination of duct system.

2. Complete all critical barriers i.e. sheetrock, plywood, plastic, to seal area from non work area or implement control cube method (cart with plastic covering and sealed connection to work site with HEPA vacuum for vacuuming prior to exit) before construction begins.

3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration units.

4. Seal holes, pipes, conduits, and punctures.

5. Construct anteroom and require all personnel to pass through this room so they can be vacuumed using a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that are removed each time they leave work site.

6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area.

1. Do not remove barriers from work area until completed project is inspected by the owner’s

Safety Department and Infection Prevention &

Control Department and thoroughly cleaned by the owner’s Environmental Services Dept.

2. Remove barrier material carefully to minimize spreading of dirt and debris associated with construction.

3. Contain construction waste before transport in tightly covered containers.

4. Cover transport receptacles or carts. Tape covering unless solid lid.

5. Vacuum work area with HEPA filtered vacuums.

6. Wet mop area with cleaner/disinfectant.

7. Upon completion, restore HVAC system where work was performed.

USP Compliance

IHS # HHSI102201800141

01 10 00 - 1 SUMMARY

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: Woodrow Wilson Keeble Memorial Health Care Center USP Compliance

B. Owner's Name: Woodrow Wilson Keeble Memorial Health Care Center.

C. ARCHITECT: DSGW Architects, Inc.

1. 2 West 1st Street, Suite 201

2. Duluth, MN 55802

3. Phone: 218-727-2626

D. STRUCTURAL ENGINEER: Northland Consulting Engineers

1. 102 South 21st Avenue West, Suite 1

2. Duluth, MN 55806

3. Phone: 218-727-7779

E. MECHANICAL/ELECTRICAL ENGINEER: EDI-Dolejs

1. 1112 North 5th Street

2. Minneapolis, MN 55411

3. Phone: 612-343-5965

F. The Project consists of the remodel of an existing area in the Woodrow Wilson Keeble Memorial Health Center in Sisseton, South Dakota. Work will include but is not limited to:

demolition, including some saw cutting for new mechanical reroutes, minimum masonry work for patching in wall opening(s), carpentry, thermal properties, openings, including glazing and ballistic type pass through transaction window system, finishes, specialties, mechanical, electrical, plumbing, etc. Government title is replacement wording for any and all areas that mention “Owner”.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price.

B. These Specifications with the accompanying Drawings are intended to describe and illustrate all work necessary to carry out the work of the project listed.

1. Provide labor, materials articles, equipment, incidentals, items, tools, services, supplies, methods, operations, skills in such quantities as may be necessary to complete Project within the intent of the Contract Documents. Singular notations shall be considered plural where plural application is reasonably inferable. Mention or indication of extent of work under any work Division or Specification Section is done only for convenience of Contractor and shall not be construed as describing all work required under that Division or Section.

2. Drawings: The List of Drawing Sheets is included in Section 00 01 15. Contractors and all Subcontractors shall be bound by the information and requirements provided by the complete set of Drawings. Individual Detail Sheets shall be considered with and as a part of the Drawings and the overall Contract Documents.

3. The Divisions and Sections of the Technical Specifications primarily apply to the various trade divisions, but Contractor and all Subcontractors shall be bound to the information and requirements of the complete set of Specifications.

4. Other Requirements: The requirements of all Sections of Divisions 00 and 01 apply to and shall govern the Contractor and all Subcontractors for this Project. Supplementary General Conditions and all Sections Division 01 shall govern Work of all technical Sections. Where provisions and requirements are referred to as the responsibility of the Contractor or a particular Subcontractor, he shall have the primary responsibility to accomplish, provide, assume, and enforce, but the Contractor and all Subcontractors shall be governed by the requirements and cooperate fully in fulfilling the requirements.

USP Compliance

IHS # HHSI102201800141

01 10 00 - 2 SUMMARY

5. Examination of Site and Documents: In submitting a bid and in accepting a Contract award, the Contractor represents he has examined the site, existing conditions as well as the entire set of documents, in accordance with the General Conditions and agrees to be bound by all conditions of the site, existing conditions, and all documents, without additional cost.

1.03 WORK BY GOVERNMENT

A. The Government reserves the right to let other contracts in connection with this Project. This Contractor shall afford other contractors’ reasonable opportunity for the introduction and storage of their materials and execution of their work, and shall properly connect and coordinate his work with theirs.

B. The Government reserves the right to jointly occupy the premises with the Contractor in the performance of his duties and functions. The Government also reserves the right to: enter into the Project and premises at all times; make installations of materials and equipment at appropriate times as the Work progresses; install equipment, furniture, and furnishings when spaces are at appropriate stages of completion. Contractor shall coordinate work and cooperate to minimize undue interferences.

C. If any part, unit, phase, or the entire Project is substantially complete or ready for occupancy, the Government may, upon notice to the Contractor, and without prejudice to any of the rights of the Government or Contractors, enter into and make use of the Work that is substantially complete.

1.04 OCCUPANCY

A. Government and personal intends to occupy the Project upon Substantial Completion.

B. Cooperate to minimize conflict and to facilitate operations.

C. Schedule the Work to accommodate occupancy.

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. Do not infringe on areas outside of the established construction limits indicated on Drawings or designated without permission. Arrange temporary easements which may be required for construction operations, maintain safety precautions, and return to original conditions upon completion of the Contract. The Government may caution Contractor about conditions which they observe but shall not be held responsible to provide such advice or for enforcing any protection.

B. Contractors and all other persons connected with this project shall only use parking areas approved.

C. Contractors shall use and maintain in clean condition site access route as designated. No other access shall be used for vehicles or men.

D. Move any stored products which interfere with operations.

E. Do not load structures with weights which will endanger the structure.

F. Maintain site in safe condition and keep free of construction materials and debris.

G. Maintain fire protection and access at all times. Permit immediate access by firefighting equipment.

H. Hazardous Protection: Warning signals, barricades and other protective measures for hazard shall be in place or operate 24 hours per day.

I. The Contractor shall do all patching of existing property on or adjacent to the site, including but not limited to: walks, pavements, roadways, structures, and utilities which are cut or damaged by construction and are not designated for removal, relocation or replacement in the course of the construction.

J. Work occurring on public property shall be constructed in accordance with all laws, ordinances, rules, regulations, and orders of any public authority having jurisdiction.

USP Compliance

IHS # HHSI102201800141

01 10 00 - 3 SUMMARY

K. Site Management Requirements:

1. The Prime Contractor shall coordinate all work on site with the Government and Architect.

2. General: Upon commencement of the Work at the site, the Prime Contractor shall assume the site management at areas within construction limits as agreed to by the Government and Contractor, other areas where work is to be performed and adjacent storage areas, to provide proper direction to all contractors, subcontractors, and workmen. Site management shall be coordinated and shall include maintaining areas as specified and required to be free of construction activity, parking, and storage where it is necessary to provide clear access and areas for functions.

3. Responsibilities: Site management and maintenance shall include, but not be limited to:

enforcement of access, parking, delivery, storage, noise and other restrictions;

maintenance of fences in good condition; providing and maintaining temporary facilities as specified; dewatering the excavations, except water in trenches and excavations made by subcontractors solely for their own work; protection of adjacent structures as may be damaged caused by water; overall fire and safety management; protection for site features to remain; temporary partitions, closures, dust barriers and similar to separate work areas in existing building spaces; and similar overall or general management of the site and adjacent public and other property to fulfill the obligations of this Contract.

4. Fencing: Refer to Section 01 50 00 for fencing to be provided at areas of construction and storage.

5. Use of Streets: Where the conduct of the work requires the obstruction or use of a roadway or parking lot, it shall be the responsibility of the respective Contractor to secure all necessary permission. Contractors shall be responsible for the protection of the public in the vicinity of the work and nothing in these specifications shall be construed to relieve him of said responsibility. Protective devices shall conform to the requirements of the Highway Department having jurisdiction and/or the proper public authorities and shall be installed as required by the Government.

L. Provide access to and from site as required by law and by Government:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

1.06 WORK SEQUENCE

A. Begin work when scheduled by general contractor to achieve substantial completion as scheduled to prevent delay in the work by others.

B. Deviations in the schedule must be authorized by the architect and Government.

C. Time Set by Schedule: Where the constraints, completion and timing of Work specified in this or other Sections do not have specific dates or time imposed by the Contract Documents, they shall be considered and incorporated as established dates in the final Construction Schedule of the Prime Contractor. Where the activity affects, the time or dates established in the construction schedule shall be maintained, as the Government will plan activities accordingly.

D. Other Considerations: In addition to the time of commencement, substantial completion and final completion dates, all other events, fasteners, and constraints shall be carefully considered in establishing the work program and schedule of the Project. The Contractor and subcontractors shall work closely in timing of operations and shall have materials, equipment and other elements ready to be able to immediately fulfill their obligations in the overall schedule.

E. Final Completion: Within 10 days after substantial completion.

USP Compliance

IHS # HHSI102201800141

01 10 00 - 4 SUMMARY

F. Time of Completion:

1. The Contractor agrees that said work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will ensure full completion thereof within the time specified. It is expressly understood and agreed, by and between the Contractor and the Government, that the time for completion of the same, taking into consideration the average climatic range and usual industrial conditions prevailing in this locality.

2. Delays and Extension of Time: All time limits stated in the Contract Documents are of the essence of the Contract. The Contractor may be granted an extension of time and/or relief of Liquidated Damages because of causes beyond the Contractor's control which constitute a justifiable delay. The Government will extend the time subject to the following provisions:

a. Claims for extension of time.

b. Written notice of the delay, an explanation of the cause and an estimate of the length of delay shall be forwarded to the Architect within five days of the beginning of such delay.

c. Claims for extension of time shall be stated in numbers of whole calendar days. The actual dates on which the delay(s) occurred must be stated. In the case of claims for extension of time because unusual inclement weather prevented the execution of major items of the Work on normal working days, calendar days shall be computed by multiplying normal workdays (five days per week) by a factor of 1.4. Contractor must provide documentation of all weather-related delays and claims for the extension will be allowed only if the weather is distinctly out of line with the ten-year average.

d. Any claim for extension of time for strikes or lockouts shall be supported by a situation of facts concerning the strike, including but not limited to, the dates, the craft concerned, and the reason for the strike, efforts to resolve the dispute, and efforts to minimize the impact of the strike in progress.

e. Any claims for extension of time for delays in transportation or for failure of suppliers shall be supported by a citation of facts demonstrating that the delays are beyond the Contractor's control, including, but not limited to, his efforts to overcome such delays.

f. The time extensions for changes in the Work will depend upon the extent, if any, by which the changes cause delay in the completion of various elements of construction.

g. A Change Order granting the time extension may provide that the Contract Completion Date will be extended only for those specific elements so delayed and that the remaining work will not be altered. Further, the amended completion date shall be of essence to this contract and shall be subject to the same conditions as the original completion time.

3. Project Schedule:

a. General: The General Contractor shall prepare the Final Contractors Construction Schedule for the Work. The location and nature of the Project, the requirement to maintain the operation, functions, and services of the Owner dictates careful planning, scheduling and close cooperation between the Contractor, subcontractors and the Government. The Contractor shall keep advised of his intended operations and schedule and be guided by other constraints or timing of work that may develop during construction. It is the intent cooperate as far as possible to minimize hampering of operations and the Contractor may suggest schedules and timing which will facilitate progress.

b. Within ten work days after award of the Contract, prepare, submit and review with the Owner and Architect a detailed schedule addressing work activities and estimate duration of the activities. This schedule shall be prepared in such detail and form as the Architect may require and will be subject to the Approval of the Architect and Government.

USP Compliance

IHS # HHSI102201800141

01 10 00 - 5 SUMMARY

c. In general, the schedule shall indicate the various phases of work coordinated and integrated time-wise with the other work. The schedule shall also indicate the various activities of each of the areas, stages, and phases of work, with integrated and coordinated commencement and completion times. After review, including any revised sequencing proposed by the Contractor or Government to improve the progress or minimize the disruption of the Owner's functions, the Contractor shall revise the schedule as the "final" schedule, which will provide the planning information for relocation and other operations.

d. Submit schedule updates and Material Status Report updates with applications of payments as requested by the Architect.

e. Furnish manpower staffing information as requested by the Government or Architect.

f. Coordinate the letting of subcontracts, material purchases, shop drawings submissions, delivery of materials, sequence of operations, etc., to conform to the Project Schedule and furnish proof of same as may be required by the Architect.

g. Revise and periodically update the Project Schedule as necessary to conform to the current status of the project and furnish copies to the Government, Architect, and subcontractors.

4. Commencement of Work:

a. No Contractor shall commence Work nor allow any Subcontractor or Sub-subcontractor to commence the Work until:

1) The Contract has been fully executed; and the Owner, has issued a Notice to Proceed.

2) The Government has approved the Contractor's Performance and Payment Bonds.

3) The Government r has approved evidence of the Contractor's Liability Insurance and any other insurance required to be purchased by the Contractor.

5. Performance/Payment Bond: Furnish a Performance/Payment Bond in accordance with the Section I of the Government Contracts.

6. Other Bonds, Permits, Fees:

a. The GENERAL CONTRACTOR shall secure and pay the cost of the building permit for the Project. Included will be the building permit fees, plan check fees, State surcharge, and other fees customarily charged for the building permit.

b. The GENERAL CONTRACTOR shall secure and pay any additional costs for the Certificate of Occupancy for the Project.

c. Each CONTRACTOR OR SUBCONTRACTORS shall secure and pay for all other bonds, permits, governmental fees, license and inspections required necessary for the proper execution and completion of this work.

d. The GENERAL CONTRACTOR and EACH CONTRACTOR OR SUBCONTRACTOR shall pay TERO fees. TERO information – See Section 00 31 00, Available Project Information.

7. Layout of the Work:

a. The PRIME CONTRACTOR shall be responsible for and shall assist Subcontractors and Prime Trade Contractors in the location of walls, partitions, columns, beams, floors, ceilings, and openings therein where their work must be located and placed prior to the erection of these items.

b. The Contractor and/or Subcontractor is responsible for the accuracy with respect to layout of his work. Immediately report any perceived discrepancies or errors in the Drawings to the Architect and make adjustments in accordance with instructions given by the Architect.

USP Compliance

IHS # HHSI102201800141

01 10 00 - 6 SUMMARY

c. The contractor and subcontractor shall recognize that the drawings necessarily are diagrammatic in many instances. All work and in particular exposed piping, ducts, conduit and similar items shall be neatly and carefully laid out to provide the most useful space utilization and the most orderly appearance. Piping and similar work shall be installed as close to ceilings and walls as conditions permit, located to prevent interference with other work or with the use of the spaces in the manner required by the functions of the room and staff. Valves shall be located in inconspicuous but accessible places. Before proceeding with any work, particularly where exposed, the Contractor shall carefully plan the layout and review it with the Architect for acceptability of location.

8. Openings, Blocking, Backing and Grounds:

a. Each Trade Contractor shall be responsible for providing backing and grounds in all walls and above ceilings necessary for the installation of all contracted work.

b. Make suitable preparations for the hangers, inserts, anchors, grounds and supports that are to be embedded in concrete, masonry walls, floors, partitions or structural members, or that are to pass through or be attached thereto. Provide and install proper sleeves, boxes, receptacles or chases for all openings or recesses to receive work occurring in or passing through any such members, all of which shall be located accurately and secured firmly in place before any such masonry has been erected, concrete poured or walls/ceilings enclosed.

9. Field Dimensions: The need to obtain accurate file dimensions in ample time to permit fabrication of materials and equipment, for delivery and installation in accordance with the schedule, shall be recognized. Each Contractor and all subcontractors shall cooperate in completing work phases to accommodate the schedule for obtaining dimensions and to prevent fabrication delay. In the event it is impractical to have work in place to permit field dimensions, the Contractor shall guarantee necessary dimensions, before construction, to the various fabricators and be responsible to insure the dimensions.

10. Reference to Standards and Codes:

a. Notice of Variance: If a Contractor observes that the drawings and specifications are at variance with any applicable code or regulation of a governmental unit having authority, he shall promptly notify the Architect in writing, and any necessary changes shall be adjusted as provided in in writing. If a Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Architect, he shall bear all costs and damages arising therefrom.

b. Reference Standards: For products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes and other standards.

c. Effect of Standards: The standards referred to, such as ASTM, Federal Specifications, NFPA and similar standards, shall have full force and effect as though printed in the Specifications, except as modified in the Specification. These standards are not furnished to bidders and Contractors as it is assumed that these standards are readily available and that the manufacturers and trades involved are familiar with their requirements.

d. Date of Standard: Any material specified by reference to the number, symbol or title of a specific standard, such as ASTM, Commercial Standard, a Federal Specification, a trade association standard, or other similar standard, shall comply with the requirements in the latest revision thereof and any amendment or supplement thereto in effect on the date of the Contract Documents, unless otherwise noted.

e. Certificate: For products specified in accordance with a Federal Specification, ASTM Standard, American National Standards Institute or similar association standards, upon request the Contractor shall provide an acceptable affidavit by independent testing laboratory or other source approved by the Architect, certifying that product furnished for this Project complies with the particular standard specifications. Where necessary, requested or specified, supporting test data shall be submit to substantiate compliance. The manufacturer is subject to Architect's acceptance.

USP Compliance

IHS # HHSI102201800141

01 10 00 - 7 SUMMARY

11. Coordination Requirements:

a. General: The nature of the Project makes it imperative the Contractor and all subcontractors and prime trade contractors coordinate their work and cooperate with each other and the Government from the start of the Project to completion. PRIME CONTRACTOR shall be the Prime Coordinator for the Project and shall establish the overall schedule for the progress of the Project, the sequence of completion and general use of the site.

b. Off-Site Fabrication: With the restricted site, off site fabrication is encouraged as much as possible and schedule of deliveries so materials and equipment can be installed immediately after delivery. The Project Coordination Administrator shall alert and advise subcontractors and suppliers of the need to hold deliveries until they are notified the materials are required on the site.

c. Equipment: With respect to mechanical and electrical features of equipment, complete data must be exchanged directly between the Contractors and subcontractors involved as the progress of the Project requires. The person requesting the information shall advise when it will be required. The suppliers of equipment are expressly required to provide large scale layout drawings showing the required rough-in locations of all services (dimensioned from building features) service characteristics. In the event of incorrect, incomplete, delayed or improperly identified information, the party causing the delay or error shall be responsible and pay for any modifications or replacements necessary to provide a correct, proper and new installation, including relocations required.

1.07 GENERAL PROTECTION AND SAFETY

A. General: In accordance with best construction practices, the Prime Contractor shall be responsible for conditions of the job site, including safety of all persons and property affected directly or indirectly by his operations during the performance of the Work. This requirement shall apply continuously 24 hours per day until acceptance of the Work by the Government and shall not be limited to normal working hours.

1.08 PHOTOGRAPHS / PRESS RELEASES

A. Do not take, or cause any photographs to be taken at the job site without prior approval of the Government / Architect.

B. Do not issue any press releases or disseminate information concerning the project to the news media without prior approval of the Owner / Architect.

1.09 WORKING HOURS

A. This project shall be scheduled by the Prime Contractor to operate on a 5-day, 40-hour per week basis. Contractors employing trades who work other than the above hours must provide for coordination of their work as it relates to the work of other trades which work the above hours at no additional cost to the Owner. This schedule may be changed or modified with the approval of the Government / Architect.

1.10 HAZARDOUS MATERIAL REMOVAL

A. If during the construction of the Project hazardous material is suspected or encountered by the Contractor, the Contractor shall promptly notify the Architect and the Government, with their own forces or by separate contract, shall be responsible for complete removal and disposition of the hazardous material.

B. If the Contractor claims that delay and additional cost is involved because of this action, they shall make claim as provided elsewhere in the Contract Documents.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

USP Compliance

IHS # HHSI102201800141

01 20 00 - 1 PRICE AND PAYMENT

PROCEDURES

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Sum and Contract Time.

C. Change procedures.

1.02 SCHEDULE OF VALUES

A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

B. Forms filled out by hand will not be accepted.

C. Submit Schedule of Values in triplicate within 15 days after date of Government-Contractor Agreement.

D. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify site mobilization and bonds and insurance.

E. Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item.

F. Include within each line item, a direct proportional amount of Contractor's overhead and profit.

G. Revise schedule to list approved Change Orders, with each Application for Payment.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Submit at intervals stipulated in the Agreement.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

C. Forms filled out by hand will not be accepted.

D. Execute certification by signature of authorized officer.

E. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored Products.

F. Round off all figures on all progress payments to the nearest dollar, any adjustment required shall be made on the final application for payment.

G. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work.

H. Submit electronic copies of each Application for Payment. Upon review and approval, the Architect will sign and forward electronic copies to the Government with their recommendations.

I. Include the following with the application:

1. Affidavits attesting to off-site stored products.

a. No payment will be made to a contractor on account of materials and equipment in transit or stored at off site locations unless prior approval is received from the Government and Architect. Proof of proper insurance must be submitted for materials stored of site before approval will be considered.

USP Compliance

IHS # HHSI102201800141

01 20 00 - 2 PRICE AND PAYMENT

PROCEDURES

2. Lien Waivers: Will be required for each payment request by each Contractor and Subcontractor. First lien waivers to be submitted with Payment Request No. 2 covering payment for Payment Request No. 1. They shall then continue with subsequent payment requests covering the preceding payment.

a. With submission of the final payment request, or upon request for reduction of retainage, the Contractor shall provide lien waivers from all subcontractors and suppliers covering all dollar amounts for which a lien waiver has not yet been submitted.

3. Payroll Records: Will be required for each pay request by each Contractor and Subcontractor carrying out work on the site. Each application for payment submitted shall be accompanied by payroll records current to within twenty-one (21) days of the date of the application.

a. Final payment to a contractor will not be made until payroll records are submitted covering completed project.

J. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

1.04 RETAINAGE

A. To ensure the proper performance of the Contract, the Owner will retain FIVE PERCENT of the amount of each Certificate for Payment issued by the Architect. Such amount will be retained by the Government until Substantial Completion. At substantial completion the withholding amount will be reduced to Two Percent.

B. In event of a very minor amount of work, incomplete or not corrected due to weather, unsuitable conditions for testing or similar conditions preventing the General Contractor from proceeding, the retained amount may be reduced to three times the value of the incomplete work upon recommendation of the Architect and approved by the Owner.

1.05 MODIFICATION PROCEDURES

A. For minor changes not involving an adjustment to the Contract Price or Contract Time, Architect will issue instructions directly to Contractor.

1. Please refer to the Construction Contract Administrator; see 2019 A/E Design Guide.

B. For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time.

2. Promptly execute the change.

C. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 10 days.

D. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 01 60 00.

E. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

1. For change requested by Architect for work falling under a fixed price contract, the amount will be based on Contractor's price quotation.

2. For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Architect.

USP Compliance

IHS # HHSI102201800141

01 20 00 - 3 PRICE AND PAYMENT

PROCEDURES

3. For pre-determined unit prices and quantities, the amount will based on the fixed unit prices.

4. For change ordered by Architect without a quotation from Contractor, the amount will be determined by Architect based on the Contractor's substantiation of costs as specified for Time and Material work.

F. Substantiation of Costs: Provide full information required for evaluation.

1. Provide following data:

a. Quantities of products, labor, and equipment.

b. Taxes, insurance, and bonds.

c. Overhead and profit.

d. Justification for any change in Contract Time.

e. Credit for deletions from Contract, similarly documented.

2. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

G. Percentages allowed for Overhead and Profit shall be as listed.

H. Execution of Change Orders: Contracting officer issues C/O’s (Change Orders). Process is listed in 2019 A/E Guide.

I. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

J. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

K. Promptly enter changes in Project Record Documents.

1.06 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures…