Attachment_100_ CD Specs Vol I 21.05.28 (824 Pages).pdf

Anderson Engineering of Minnesota, LLC 13605 1st Avenue North

Plymouth, MN 55441 Phone: 763-412-4000 Fax: 763-412-4090

Prepared in association with the following:

IMEG CORP.

NWIHCS

CONSTRUCT AIR HANDLING TOWER

VA PROJECT NUMBER: 636-18-303

4101 WOOLWORTH AVE

OMAHA, NE 68105

TECHNICAL SPECIFICATIONS VOL I

Divisions 00-13

ANDERSON ENGINEERING OF MN, LLC

Project Number: 15744

Issue for

100% CONSTRUCTION DOCUMENTS

May 28, 2021

CONSTRUCT AIR HANDLING TOWER 636-18-303

NWI HEALTHCARE SYSTEM 05-28-21

OMAHA, NE 100% CONSTRUCTION DOCUMENTS

CERTIFICATIONS PAGE

Architect and Coordinating Professional:

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Nebraska. I, Thomas Olesak, am the Coordinating

Professional on the Construct Air Handling Tower project.

Typed or Printed Name: Thomas Allen Olesak

License Number: A-5077

License Expiration Date: 12/31/2022

Professional Engineer: (Civil)

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional

Engineer under the laws of the state of Minnesota.

Typed or Printed Name: Michael B. Brandvold Signature:

License Number: 41258 Date: 05-28-2021

License Expiration Date: 06/30/2022

Professional Engineer: (Structural)

Typed or Printed Name: Alex D. Carnahan

License Number: 21414

License Expiration Date: 12/31/2022

Professional Engineer: (Mechanical, Plumbing and Fire)

Typed or Printed Name: Eric J. Henderson

License Number: 20825

License Expiration Date: 12/31/2021

Professional Engineer: (Electrical and Technology)

Typed or Printed Name: Kristin Spina

License Number: 21081

License Expiration Date: 12/31/2021

- - - END - - -

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

SECTION NO. DIVISION AND SECTION TITLES DATE

DIVISION 00 - SPECIAL SECTIONS

00 01 15 List of Drawing Sheets 05-20

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 03-20

01 32 16.15 Project Schedules 03-20

01 33 23 Shop Drawings, Product Data, and Samples 05-17

01 35 26 Safety Requirements 05-20

01 42 19 Reference Standards 09-19

01 45 00 Quality Control 03-19

01 45 29 Testing Laboratory Services 11-18

01 45 35 Special Inspections 03-19

01 57 19 Temporary Environmental Controls 01-11

01 58 16 Temporary Interior Signage 07-15

01 74 19 Construction Waste Management 09-13

01 81 13 Sustainable Construction Requirements 10-17

01 91 00 General Commissioning Requirements 10-15

DIVISION 02 – EXISTING CONDITIONS

02 21 13 Site Surveys 08-16

02 41 00 Demolition 08-17

02 82 13.13 Glovebag Asbestos Abatement 09-15

02 83 33.13 Lead-Based Paint Removal and Disposal 08-16

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete 02-20

03 37 13 Shotcrete 02-20

03 45 00 Precast Architectural Concrete 02-19

DIVISION 04 – MASONRY

04 05 13 Masonry Mortaring 10-17

04 20 00 Unit Masonry 08-17

04 42 00 Exterior Stone Cladding 07-20

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18

05 31 00 Steel Decking 02-16

05 36 00 Composite Metal Decking 10-15

05 40 00 Cold-Formed Metal Framing 05-16

00 01 10-2

05 50 00 Metal Fabrications 08-18

05 51 00 Metal Stairs 10-15

DIVISION 06 – WOOD

06 10 00 Rough Carpentry 10-17

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 52 Modified Bituminous Sheet Waterproofing 08-16

07 14 16 Cold Fluid-Applied Waterproofing 02-16

07 21 13 Thermal Insulation 10-17

07 22 00 Roof and Deck Insulation 02-16

07 27 27 Fluid-Applied Membrane Air Barrier, Vapor Retarding 02-16

07 41 16 Insulated Core Metal Roof Panel 07-20

07 42 13 Metal Wall Panels 07-20

07 53 23 EPDM Roofing 02-16

07 60 00 Flashing and Sheet Metal 07-14

07 71 00 Roof Specialties 10-15

07 72 00 Roof Accessories 10-15

07 81 00 Applied Fireproofing 10-17

07 84 00 Firestopping 02-16

07 92 00 Joint Sealants 10-17

07 95 13 Expansion Joint Cover Assemblies 02-16

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08-16

08 14 00 Interior Wood Doors 02-16

08 31 13 Access Doors and Frames 02-16

08 42 29.43 Impact Rated Sliding Automatic Entrances 10-20

08 71 00 Door Hardware 04-20

08 90 00 Louvers and Vents 05-15

DIVISION 09 – FINISHES

09 06 09 Color Schedule 01-19

09 22 16 Non-Structural Metal Framing 06-18

09 29 00 Gypsum Board 04-20

09 51 00 Acoustical Ceilings 12-18

09 65 13 Resilient Base and Accessories 02-16

09 68 00 Carpeting 10-15

09 91 00 Painting 01-16

09 96 00 High Performance Coating 12-20

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10-15

10 26 00 Wall and Door Protection 10-15

10 44 13 Fire Extinguisher Cabinets 08-18

00 01 10-3

DIVISION 13 – SPECIAL CONSTRUCTION

13 05 41 Seismic Restraint Requirements for Non-Structural

Components

01-14

DIVISION 21- FIRE SUPPRESSION

21 08 00 Commissioning of Fire Protection Systems 11-16

21 13 13 Wet-Pipe Sprinkler Systems 06-15

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-16

22 05 12 General Motor Requirements for Plumbing Equipment 09-15

22 05 19 Meters and Gages for Plumbing Piping 09-15

22 05 23 General-Duty Valves for Plumbing Piping 09-15

22 07 11 Plumbing Insulation 09-19

22 08 00 Commissioning of Plumbing Systems 11-16

22 11 00 Facility Water Distribution 11-19

22 13 00 Facility Sanitary and Vent Piping 09-15

22 14 00 Facility Storm Drainage 09-15

22 14 29 Sump Pumps 09-15

22 40 00 Plumbing Fixtures 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 02-20

23 05 12 General Motor Requirements for HVAC and Steam

Generation Equipment

02-20

23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment

02-20

23 05 93 Testing, Adjusting, and Balancing for HVAC 02-20

23 07 11 HVAC and Boiler Plant Insulation 02-20

23 08 00 Commissioning of HVAC Systems 02-20

23 09 23 Direct-Digital Control System for HVAC 09-11

23 21 13 Hydronic Piping 02-20

23 21 23 Hydronic Pumps 02-20 23 22 13 Steam and Condensate Heating Piping 02-20

23 22 23 Steam Condensate Pumps 04-20

23 25 00 HVAC Water Treatment 02-20

23 31 00 HVAC Ducts and Casings 02-20

23 34 00 HVAC Fans 06-15

23 37 00 Air Outlets and Inlets 02-20

23 82 00 Convection Heating and Cooling Units 03-20

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16

00 01 10-4

26 05 13 Medium-Voltage Cables 01-17

26 05 19 Low-Voltage Electrical Power Conductors and Cables 01-17

26 05 26 Grounding and Bonding for Electrical Systems 01-17

26 05 33 Raceway and Boxes for Electrical Systems 01-18

26 05 41 Underground Electrical Construction 01-17

26 05 73 Overcurrent Protective Device Coordination Study 01-18

26 08 00 Commissioning of Electrical Systems 11-16

26 09 23 Lighting Controls 01-18

26 13 16 Medium-Voltage Fusible Interrupter Switches 01-17

26 24 16 Panelboards 01-18

26 24 19 Motor Control Devices 01-18

26 27 26 Wiring Devices 01-18

26 29 11 Motor Controllers 01-18

26 29 21 Enclosed Switches and Circuit Breakers 01-17

26 41 00 Facility Lightning Protection 01-17

26 43 13 Surge Protective Devices 01-17

26 51 00 Interior Lighting 01-18

26 56 00 Exterior Lighting 01-18

DIVISION 27 – COMMUNICATIONS

27 05 11 Requirements for Communications Installations 09-19

27 05 33 Raceways and Boxes for Communications Systems 10-18

27 10 00 Control, Communication and Signal Wiring 06-15

27 11 00 Communications Equipment Room Fittings 06-15

27 15 00 Communications Structured Cabling 01-16

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results for Electronic Safety and Security 04-18

28 05 28.33 Conduits and Backboxes for Electronic Safety and

Security

09-11

28 08 00 Commissioning of Electronic Safety and Security 11-16

28 13 00 Physical Access Control System 10-11

28 23 00 Video Surveillance 09-11

28 31 00 Fire Detection and Alarm 10-11

DIVISION 31 – EARTHWORK

31 20 11 Earthwork (Short Form) 10-12

31 23 19 Dewatering 10-12

31 63 16 Auger Cast Grout Piles 10-12

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 08-16

32 12 16 Asphalt Paving 09-15

32 17 23 Pavement Markings 08-16

32 90 00 Planting 08-16

00 01 10-5

DIVISION 33 – UTILITIES

33 08 00 Commissioning of Site Utility Systems 11-16

33 10 00 Water Utilities 03-17

33 30 00 Sanitary Sewer Utilities 06-13

33 40 00 Storm Sewer Utilities 12-17

33 46 13 Foundation Drainage 10-11

DIVISION 34 – TRANSPORTATION – NOT USED

DIVISION 48 – Electrical Power Generation – NOT USED

ATTACHMENTS

Asbestos Plans, provided by the VA (15 Sheets) 08-20

Geotechnical Report provided by Terracon 11-20

NWI HEALTHCARE SYSTEM 05-28-2021

OMAHA, NE 100% CONSTRUCTION DOCUMENTS

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWINGS

The drawings listed below accompanying this specification form a part of the contract.

Drawing No. Title

GENERAL

GI000 COVER SHEET

GI001 SHEET INDEX & ROOM FINISH SCHEDULE

GI002 ABBREVIATIONS

GI010 BASEMENT LIFE SAFETY PLAN

GI011 FIRST LEVEL LIFE SAFETY PLAN AND CODE SUMMARY

GI012 SECOND LEVEL LIFE SAFETY PLAN

GI013 THIRD LEVEL LIFE SAFETY PLAN

GI014 FOURTH LEVEL LIFE SAFETY PLAN

GI015 FIFTH LEVEL LIFE SAFETY PLAN

GI016 SIXTH LEVEL LIFE SAFETY PLAN

GI017 SEVENTH LEVEL LIFE SAFETY PLAN

GI018 EIGHTH LEVEL LIFE SAFETY PLAN

GC110 BASEMENT LEVEL ICRA, CONSTRUCTION BARRIER PLAN

GC111 FIRST LEVEL ICRA, CONSTRUCTION BARRIER PLAN

GC112 SECOND LEVEL ICRA, CONSTRUCTION BARRIER PLAN

GC113 THIRD LEVEL ICRA, CONSTRUCTION BARRIER PLAN

GC114 FOURTH AND FIFTH LEVEL ICRA, CONSTRUCTION

BARRIER PLAN

GC116 SIXTH AND SEVENTH LEVEL ICRA, CONSTRUCTION

BARRIER PLAN

GC118 EIGHTH LEVEL ICRA, CONSTRUCTION BARRIER PLAN

CIVIL

CL101 ACCESS AND LOGISTICS PLAN

CL102 ACCESS AND LOGISTICS PLAN

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CG101 GRADING AND EROSION CONTROL PLAN

CU101 UTILITY PLAN

C501 DETAILS 1

C502 DETAILS 2

L101 LANDSCAPING PLAN

00 01 15 - 2

HAZARDOUS MATERIALS

HA100 BASEMENT AND SECOND LEVEL HAZ MAT ASBESTOS

HA103 THIRD AND EIGHTH LEVEL HAZ MAT ASBESTOS

ARCHITECTURAL

AE100 BASEMENT LEVEL FLOOR PLAN - OVERALL

AE101 FIRST LEVEL FLOOR PLAN – OVERALL

AE102 SECOND LEVEL FLOOR PLAN – OVERALL

AE103 THIRD LEVEL FLOOR PLAN – OVERALL

AE104 FOURTH LEVEL FLOOR PLAN – OVERALL

AE105 FIFTH LEVEL FLOOR PLAN – OVERALL

AE106 SIXTH LEVEL FLOOR PLAN – OVERALL

AE107 SEVENTH LEVEL FLOOR PLAN – OVERALL

AE108 EIGHTH LEVEL ROOF PLAN – OVERALL

AE200 BASEMENT LEVEL DEMO AND FLOOR PLAN - PARTIAL

AE201 FIRST LEVEL DEMO AND FLOOR PLAN - PARTIAL

AE202 SECOND LEVEL DEMO AND FLOOR PLAN - PARTIAL

AE203 THIRD LEVEL DEMO AND FLOOR PLAN - PARTIAL

AE204 FOURTH LEVEL DEMO AND FLOOR PLAN - PARTIAL

AE205 FIFTH LEVEL DEMO AND FLOOR PLAN - PARTIAL

AE206 SIXTH LEVEL DEMO AND FLOOR PLAN - PARTIAL

AE207 SEVENTH LEVEL DEMO AND FLOOR PLAN – PARTIAL

AE208 EIGHTH LEVEL DEMO AND FLOOR PLAN (ROOF) –

PARTIAL

AC201 FIRST LEVEL REFLECTED CEILING PLAN AND DETAILS

AE230 EXTERIOR ELEVATIONS

AE231 EXTERIOR ELEVATIONS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

AE311 WALL SECTIONS

AE501 EXTERIOR DETAILS - PRECAST PANELS

AE502 EXTERIOR DETAILS - STONE VENEER AND INSUL MTL

PANEL

AE503 DETAILS - MISC

AE510 JOINT PLAN AND SECTION DETAILS

AE520 JOINT SECTION DETAILS

OMAHA, NE 100% CONSTRUCTION DOCUMENTS

00 01 15 - 3

AE530 ROOF DETAILS

AE531 ROOF DETAILS

AE601 CONSTRUCTION TYPES AND DETAILS

AE602 DOOR SCHEDULE AND ELEVATIONS

AW601 WAYFINDING BLDG MESSAGE SCHEDULES & SIGNAGE

DETAILS

STRUCTURAL

S000 GENERAL NOTES

SB010 AUGERED CAST-IN-PLACE PILE PLAN

SB100 FOUNDATION PLAN

SF101 FIRST FLOOR FRAMING PLAN

SF102 SECOND FLOOR FRAMING PLAN

SF103 THIRD FLOOR FRAMING PLAN

SF104 FOURTH – EIGHTH FLOOR (ROOF) FRAMING PLAN

SF200 CONCENTRICALLY BRACED FRAME

SF300 CONCRETE DETAILS

SF301 CONCRETE DETAILS

SF400 STEEL DETAILS

SF401 STEEL DETAILS

SF402 STEEL DETAILS

SF403 STEEL DETAILS

MECHANICAL

M000 MECHANICAL COVERSHEET

MD100 BASEMENT DEMOLITION – MECHANICAL

M100 BASEMENT PLAN – MECHANICAL

MD101 FIRST LEVEL DEMOLITION - MECHANICAL

M101 FIRST LEVEL FLOOR PLAN – MECHANICAL

M102 SECOND LEVEL FLOOR PLAN – MECHANICAL

M103 THIRD LEVEL FLOOR PLAN – MECHANICAL

M104 FOURTH LEVEL FLOOR PLAN – MECHANICAL

M105 FIFTH LEVEL FLOOR PLAN – MECHANICAL

M106 SIXTH LEVEL FLOOR PLAN – MECHANICAL

M107 SEVENTH LEVEL FLOOR PLAN – MECHANICAL

M108 EIGHTH LEVEL FLOOR PLAN – MECHANICAL

M300 MECHANICAL DETAILS

M301 MECHANICAL DETAILS

OMAHA, NE 100% CONSTRUCTION DOCUMENTS

00 01 15 - 4

M302 MECHANICAL ENLARGED PLANS AND DETAILS

M400 CHILLED WATER FLOW DIAGRAM

M401 STEAM AND CONDENSATE FLOW DIAGRAM

M402 HEATING WATER FLOW DIAGRAM

M500 CONTROL DIAGRAMS

M600 MECHANICAL SCHEDULES

FIRE PROTECTION

F000 FIRE PROTECTION COVERSHEET

FD100 BASEMENT DEMOLITION PLAN – FIRE PROTECTION

F100 BASEMENT FLOOR PLAN - FIRE PROTECTION

FD101 FIRST LEVEL DEMOLITION PLAN – FIRE PROTECTION

F101 FIRST LEVEL FLOOR PLAN - FIRE PROTECTION

F102 SECOND LEVEL FLOOR PLAN - FIRE PROTECTION

F103 THIRD LEVEL FLOOR PLAN - FIRE PROTECTION

F104 FOURTH LEVEL FLOOR PLAN - FIRE PROTECTION

F105 FIFTH LEVEL FLOOR PLAN - FIRE PROTECTION

F106 SIXTH LEVEL FLOOR PLAN - FIRE PROTECTION

F107 SEVENTH LEVEL FLOOR PLAN - FIRE PROTECTION

F108 EIGHTH LEVEL FLOOR PLAN - FIRE PROTECTION

PLUMBING

P000 PLUMBING COVERSHEET

P10U BASEMENT UNDERFLOOR PLAN - PLUMBING

PD100 BASEMENT DEMOLITION PLAN – PLUMBING

P100 BASEMENT FLOOR PLAN – PLUMBING

PD101 FIRST LEVEL DEMOLITION PLAN - PLUMBING

P101 FIRST LEVEL FLOOR PLAN – PLUMBING

P102 SECOND LEVEL FLOOR PLAN – PLUMBING

P103 THIRD LEVEL FLOOR PLAN – PLUMBING

P104 FOURTH LEVEL FLOOR PLAN – PLUMBING

P105 FIFTH LEVEL FLOOR PLAN – PLUMBING

P106 SIXTH LEVEL FLOOR PLAN – PLUMBING

P107 SEVENTH LEVEL FLOOR PLAN – PLUMBING

P108 EIGHTH LEVEL FLOOR PLAN – PLUMBING

P300 PLUMBING DETAILS

P400 PLUMBING FLOW DIAGRAMS

00 01 15 - 5

ELECTRICAL

E000 ELECTRICAL COVERSHEET

E010 SITE PLAN - ELECTRICAL

ELD100 BASEMENT DEMOLITION – LIGHTING

EPD100 BASEMENT LEVEL FLOOR DEMOLITION – POWER

ESD100 BASEMENT LEVEL FLOOR DEMOLITION – SYSTEMS

EL100 BASEMENT FLOOR PLAN – LIGHTING

EP100 BASEMENT PLAN – POWER

ES100 BASEMENT PLAN – SYSTEMS

ELD101 FIRST LEVEL FLOOR DEMOLITION – LIGHTING

EPD101 FIRST LEVEL FLOOR DEMOLITION – POWER

ESD101 FIRST LEVEL FLOOR DEMOLITION – SYSTEMS

EL101 FIRST LEVEL FLOOR PLAN – LIGHTING

EP101 FIRST LEVEL FLOOR PLAN – POWER

ES101 FIRST LEVEL FLOOR PLAN - SYSTEMS

EL102 SECOND LEVEL FLOOR PLAN – LIGHTING

EP102 SECOND LEVEL FLOOR PLAN - POWER

ES102 SECOND LEVEL FLOOR PLAN - SYSTEMS

EL103 THIRD LEVEL FLOOR PLAN – LIGHTING

EP103 THIRD LEVEL FLOOR PLAN - POWER

ES103 THIRD LEVEL FLOOR PLAN - SYSTEMS

EL104 FOURTH LEVEL FLOOR PLAN – LIGHTING

EP104 FOURTH LEVEL FLOOR PLAN - POWER

ES104 FOURTH LEVEL FLOOR PLAN – SYSTEMS

EL105 FIFTH LEVEL FLOOR PLAN – LIGHTING

EP105 FIFTH LEVEL FLOOR PLAN - POWER

ES105 FIFTH LEVEL FLOOR PLAN - SYSTEMS

EL106 SIXTH LEVEL FLOOR PLAN – LIGHTING

EP106 SIXTH LEVEL FLOOR PLAN - POWER

ES106 SIXTH LEVEL FLOOR PLAN - SYSTEMS

EL107 SEVENTH LEVEL FLOOR PLAN - LIGHTING

EP107 SEVENTH LEVEL FLOOR PLAN - POWER

ES107 SEVENTH LEVEL FLOOR PLAN – SYSTEMS

EL108 EIGHTH LEVEL FLOOR PLAN - LIGHTING

EP108 EIGHTH LEVEL FLOOR PLAN - POWER

ES108 EIGHTH LEVEL FLOOR PLAN - SYSTEMS

OMAHA, NE 100% CONSTRUCTION DOCUMENTS

00 01 15 - 6

E300 ELECTRICAL DETAILS

E301 ELECTRICAL DETAILS

E302 ELECTRICAL DETAILS

E400 15KV ELECTRICAL DISTRIBUTION

E401 ELECTRICAL ONE-LINE DIAGRAMS

E402 ELECTRICAL ONE-LINE DIAGRAMS

E500 ELECTRICAL SCHEDULES

E502 ELECTRICAL SCHEDULES

E503 ELECTRICAL SCHEDULES

TECHNOLOGY

T000 TECHNOLOGY COVERSHEET

T100 BASEMENT PLAN – TECHNOLOGY

TD101 FIRST LEVEL FLOOR DEMOLITION - TECHNOLOGY

T101 FIRST LEVEL FLOOR PLAN – TECHNOLOGY

T102 SECOND LEVEL FLOOR PLAN – TECHNOLOGY

T103 THIRD LEVEL FLOOR PLAN – TECHNOLOGY

T104 FOURTH LEVEL FLOOR PLAN – TECHNOLOGY

T105 FIFTH LEVEL FLOOR PLAN – TECHNOLOGY

T106 SIXTH LEVEL FLOOR PLAN – TECHNOLOGY

T107 SEVENTH LEVEL FLOOR PLAN – TECHNOLOGY

T300 TECHNOLOGY DETAILS & RISERS

T500 TECHNOLOGY SCHEDULES

- - - E N D - - -

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i

SECTION 01 00 00

GENERAL REQUIREMENTS

TABLE OF CONTENTS

1.1 SAFETY REQUIREMENTS

1.2 GENERAL INTENTION

1.3 STATEMENT OF BID ITEM(S)

1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.5 CONSTRUCTION SECURITY REQUIREMENTS

1.6 OPERATIONS AND STORAGE AREAS

1.7 ALTERATIONS

1.8 DISPOSAL AND RETENTION

1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS

1.10 RESTORATION

1.11 PHYSICAL DATA

1.12 PROFESSIONAL SURVEYING SERVICES

1.13 LAYOUT OF WORK

1.14 AS-BUILT DRAWINGS

1.15 WARRANTY MANAGEMENT

1.16 USE OF ROADWAYS

1.17 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.18 TEMPORARY USE OF EXISTING ELEVATORS

1.19 TEMPORARY TOILETS

1.20 AVAILABILITY AND USE OF UTILITY SERVICES

1.21 NEW TELEPHONE EQUIPMENT

1.22 TESTS

1.23 INSTRUCTIONS

1.24 GOVERNMENT-FURNISHED PROPERTY

1.25 RELOCATED EQUIPMENT/ITEMS

OMAHA, NE 100% CONSTRUCTION DOCUMENTS

ii

1.26 CONSTRUCTION SIGN

1.27 SAFETY SIGN

1.28 PHOTOGRAPHIC DOCUMENTATION

1.29 FINAL ELEVATION Digital Images

1.30 HISTORIC PRESERVATION

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01 00 00 - 1

SECTION 01 00 00

GENERAL REQUIREMENTS

1.1 SAFETY REQUIREMENTS

Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.

1.2 GENERAL INTENTION

A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work as required by drawings and specifications.

B. Visits to the site by Bidders may be made only by appointment with the

Medical Center Engineering Officer.

C. Offices of Anderson Engineering of MN, LLC, as Architect-Engineers, will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the

Government without affirmations by Contracting Officer or his duly authorized representative.

D. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection. Such prior notice shall be not less than three work days unless otherwise designated by the COR.

E. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.

1.3 STATEMENT OF BID ITEM(S)

A. ITEM I, AHU TOWER: Work includes general construction of levels

Basement through Seventh Floors (roof at Eighth Floor) for a new air handling unit tower, including recladding of the west façade of the existing elevator shaft up to Eighth Floor, alterations to existing adjacent construction, pedestrian and vehicular pavement, grading, OMAHA, NE 100% CONSTRUCTION DOCUMENTS

01 00 00 - 2 drainage, necessary removal of existing structures. Addition should have capability of future vertical expansion to Eleventh floor (roof at

Twelfth Floor), and certain other items.

B. ALTERNATE DEDUCT NO.1: Omit construction of 7th floor (roof at 7th floor level)

C. ALTERNATE DEDUCT NO. 2: Omit construction of 6th and 7th floors (roof at

6th floor level).

D. ALTERNATE DEDUCT NO. 3: Omit construction of 5th, 6th and 7th floors (roof at 5th floor level).

1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at Contractor's expense.

1.5 CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.

2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.

B. Security Procedures:

1. General Contractor’s employees shall not enter the project site without appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site.

2. Before starting work the General Contractor shall give one week’s notice to the Contracting Officer so that security/escort arrangements can be provided for the employees. This notice is separate from any notices required for utility shutdown described later in this section.

3. No photography of VA premises is allowed without written permission of the Contracting Officer.

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4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor may return to the site only with the written approval of the Contracting Officer.

C. Key Control:

1. The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative (COR) for the purpose of security inspections of every area of project including tool boxes and parked machines and take any emergency action.

2. The General Contractor shall turn over all permanent lock cylinders to the VA locksmith for permanent installation. See Section 08 71

00, DOOR HARDWARE and coordinate.

E. Document Control:

1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of

“sensitive information”.

2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.

3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.

Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the Contracting Officer upon request.

4. These security documents shall not be removed or transmitted from the project site without the written approval of Contracting

Officer.

5. All paper waste or electronic media such as CD’s and diskettes shall be shredded and destroyed in a manner acceptable to the VA.

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6. Notify Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.

7. All electronic information shall be stored in specified location following VA standards and procedures using an Engineering Document

Management Software (EDMS).

a. Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the

EDMS system.

b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.

F. Motor Vehicle Restrictions

1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.

2. A limited number of (2 to 5) permits shall be issued for General

Contractor and its employees for parking in designated areas only.

1.6 OPERATIONS AND STORAGE AREAS

A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the

Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the

Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the

Contractor and shall be removed by the Contractor at its expense upon completion of the work. With the written consent of the Contracting

Officer, the buildings and utilities may be abandoned and need not be removed.

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C. The Contractor shall, under regulations prescribed by the Contracting

Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting

Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The

Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

(FAR 52.236-10)

D. Working space and space available for storing materials shall be as shown on the drawings and as determined by the COR.

E. Workers are subject to rules of Medical Center applicable to their conduct.

F. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the building structure, are not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by COR where required by limited working space.

1. Do not store materials and equipment in other than assigned areas.

2. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by Department of

Veterans Affairs in quantities sufficient for not more than two work days or as permitted by the COR. Provide unobstructed access to

Medical Center areas required to remain in operation.

3. Where access by Medical Center personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements.

F. Utilities Services: Where necessary to cut existing pipes, electrical wires, conduits, cables, etc., of utility services, or of fire

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01 00 00 - 6 protection systems or communications systems (except telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR. All such actions shall be coordinated with the COR or Utility Company involved:

1. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.

G. Phasing:

The Medical Center must maintain its operation 24 hours a day 7 days a week. Therefore, any interruption in service must be scheduled and coordinated with the COR to ensure that no lapses in operation occur.

It is the CONTRACTOR'S responsibility to develop a work plan and schedule detailing, at a minimum, the procedures to be employed, the equipment and materials to be used, the interim life safety measure to be used during the work, and a schedule defining the duration of the work with milestone subtasks. The work to be outlined shall include, but not be limited to:

To ensure such executions, Contractor shall furnish the COR with a schedule of approximate phasing dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such phasing/dates to ensure accomplishment of this work in successive phases mutually agreeable to

Medical Center Director and COR and Contractor.

H. Building(s) No.(s) 1 and 17 will be occupied during performance of work; but immediate areas of alterations will be vacated.

1. Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Medical Centers operations will not be hindered. Contractor shall permit access to Department of

Veterans Affairs personnel and patients through other construction areas which serve as routes of access to such affected areas and

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01 00 00 - 7 equipment. These routes whether access or egress shall be isolated from the construction area by temporary partitions and have walking surfaces, lighting etc to facilitate patient and staff access.

Coordinate alteration work in areas occupied by Department of

Veterans Affairs so that Medical Center operations will continue during the construction period.

2. Immediate areas of alterations not mentioned in preceding

Subparagraph 1 will be temporarily vacated while alterations are performed.

I. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, 2.1m (seven feet) minimum height, around the construction area indicated on the drawings.

Provide gates as required for access with necessary hardware, including hasps and padlocks. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 375mm (15 inches). Bottom of fences shall extend to 25mm

(one inch) above grade. Remove the fence when directed by COR.

J. When a building and/or construction site is turned over to Contractor, Contractor shall accept entire responsibility including upkeep and maintenance therefore:

1. Contractor shall maintain a minimum temperature of 40 degrees F at all times, except as otherwise specified.

2. Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, Contractor shall make arrangements for pre-inspection of site with Fire Department or Company (Department of Veterans Affairs or municipal) whichever will be required to respond to an alarm from

Contractor's employee or watchman.

K. Utilities Services: Maintain existing utility services for Medical

Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services.

Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), OMAHA, NE 100% CONSTRUCTION DOCUMENTS

01 00 00 - 8 they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR.

1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of or COR orChief of Facilities

Manag. Electrical work shall be accomplished with all affected circuits or equipment de-energized. When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without a detailed work plan, the Medical Center

Director’s prior knowledge and written approval. Refer to specification Sections 26 05 11, REQUIREMENTS FOR ELECTRICAL

INSTALLATIONS, 27 05 11 REQUIREMENTS FOR COMMUNICATIONS

INSTALLATIONS and 28 05 00, COMMON WORK RESULTS FOR ELECTRONIC

SAFETY AND SECURITY for additional requirements.

2. Contractor shall submit a request to interrupt any such services to

COR, in writing, 7 days in advance of proposed interruption. Request shall state reason, date, exact time of, and approximate duration of such interruption.

3. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of Medical Center. Interruption time approved by Medical Center may occur at other than Contractor's normal working hours.

4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the COR.

5. In case of a contract construction emergency, service will be interrupted on approval of COR. Such approval will be confirmed in writing as soon as practical.

6. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.

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01 00 00 - 9

L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to be abandoned but are not required to be entirely removed, shall be sealed, capped or plugged at the main, branch or panel they originate from. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged in ceilings, within furred spaces, in unfinished areas, underground and outside the building(s) footprint, or within walls or partitions; so that they are completely behind the finished surfaces.

M. To minimize interference of construction activities with flow of

Medical Center traffic, comply with the following:

1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Whenever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times with approval.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR.

N. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.

1.7 ALTERATIONS

A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR and a representative of VA Supply Service, of areas of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by both, to the Contracting Officer. This report shall list by rooms and spaces:

1. Existing condition and types of resilient flooring, doors, windows, walls and other surfaces not required to be altered throughout affected areas of building.

2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.

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01 00 00 - 10

3. Shall note any discrepancies between drawings and existing conditions at site.

4. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and COR.

B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of

CORand Supply Representative, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by

Contractor with new items in accordance with specifications which will be furnished by Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE

CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR 52.243-4).

C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COR together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions then existing, of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report:

1. Re-survey report shall also list any damage caused by Contractor to such flooring and other surfaces, despite protection measures; and, will form basis for determining extent of repair work required of

Contractor to restore damage caused by Contractor's workers in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.

2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled and equipment moved and/or relocated.

3. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, OMAHA, NE 100% CONSTRUCTION DOCUMENTS

01 00 00 - 11 floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

1.8 DISPOSAL AND RETENTION

A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:

1. Reserved items which are to remain property of the Government are identified by attached tags or noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by COR .

2. Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center.

3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.

1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS

A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

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01 00 00 - 12

B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the

Contractor fails or refuses to repair the damage promptly, the

Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

C. Refer to FAR clause 52.236-7, "Permits and Responsibilities," which is included in General Conditions. A National Pollutant Discharge

Elimination System (NPDES) permit is not required for this project, but should be followed. Some requirements involve the Contractor's method of operations and operations planning and the Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:

- Designating areas for equipment maintenance and repair;

- Providing waste receptacles at convenient locations and provide regular collection of wastes;

- Locating equipment wash down areas on site, and provide appropriate control of wash-waters;

- Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and

- Providing adequately maintained sanitary facilities.

1.10 RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the

COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

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B. Upon completion of contract, deliver work complete and undamaged.

Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

C. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor's workers to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone) which are not scheduled for discontinuance or abandonment.

D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES"

(FAR 52.243-4) and "DIFFERING SITE CONDITIONS" (FAR 52.236-2).

1.11 PHYSICAL DATA

A. Data and information furnished or referred to below is for the

Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by Terracon

Consultants, Inc. operating out of Omaha, Nebraska.

(FAR 52.236-4)

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration are shown diagrammatically on drawings.

C. A copy of the soil report will be made available for inspection by bidders upon request to the Engineering Officer at the VA Medical

Center and shall be considered part of the contract documents.

D. Government does not guarantee that other materials will not be encountered nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine site of work and logs of borings; and, after

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01 00 00 - 14 investigation, decide for themselves character of materials and make their bids accordingly.

1.12 PROFESSIONAL SURVEYING SERVICES

A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections.

The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.13 LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines and bench marks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The

Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them.

If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

(FAR 52.236-17)

B. Establish and plainly mark center lines for each building and corner of column lines and/or addition to each existing building, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, roads, parking lots, sidewalk, utilities, etc. are in accordance with lines and elevations shown on contract drawings.

C. Following completion of general mass excavation and before any other permanent work is performed, establish and plainly mark (through use of

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01 00 00 - 15 appropriate batter boards or other means) sufficient additional survey control points or system of points as may be necessary to assure proper alignment, orientation, and grade of all major features of work. Survey shall include, but not be limited to, location of lines and grades of footings, exterior walls, center lines of columns in both directions, major utilities, and elevations of floor slabs:

1. Such additional survey control points or system of points thus established shall be checked and certified by a registered land surveyor. Furnish such certification to the COR before any work

(such as footings, floor slabs, columns, walls, utilities, and other major controlling features) is placed.

D. During progress of work, and particularly as work progresses from floor to floor, Contractor shall have line grades and plumbness of all major form work checked and certified by a registered land surveyor as meeting requirements of contract drawings. Furnish such certification to the and COR before any major items of concrete work are placed. In addition, Contractor shall furnish to the COR certificates from a registered land surveyor that the following work is complete in every respect as required by contract drawings.

1. Lines of each building and/or addition.

2. Elevations of bottoms of footings and tops of floors of each building and/or addition.

3. Lines and elevations of sewers and of all outside distribution systems.

E. Whenever changes from contract drawings are made in line or grading requiring certificates, record such changes on a reproducible drawing bearing the registered land surveyor seal, and forward these drawings upon completion of work to Resident Engineer and COR.

F. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of

Article "Professional Surveying Services".

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1.14 AS-BUILT DRAWINGS

A. The contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, to include all contract changes, modifications and clarifications.

B. All variations shall be shown in the same general detail as used in the contract drawings. To ensure compliance, as-built drawings shall be made available for the COR’s review, as often as requested.

C. Contractor shall deliver two approved completed sets of as-built drawings in the electronic version (scanned PDF) to the COR within 15 calendar days after each completed phase and after the acceptance of the project by the and COR.

D. Paragraphs A, B, & C shall also apply to all shop drawings.

1.15 WARRANTY MANAGEMENT

A. Warranty Management Plan: Develop a warranty management plan which contains information relevant to FAR 52.246-21 Warranty of Construction at least 30 days before the planned pre-warranty conference, submit one set of the warranty management plan. Include within the warranty management plan all required actions and documents to assure that the

Government receives all warranties to which it is entitled. The plan must be in narrative form and contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesman, or of engineering background, not necessarily familiar with this contract. The term “status” as indicated below must include due date and whether item has been submitted or was approved. Warranty information made available during the construction phase must be submitted to the Contracting Officer for approval prior to each monthly invoice for payment. Assemble approved information in a binder and turn over to the Government upon acceptance of the work. The construction warranty period will begin on the date of the project acceptance and continue for the product warranty period. A joint 4 month and 9 month warranty inspection will be conducted, measured from time of acceptance, by the Contactor and the Contracting Officer. Include in the warranty management plan, but not limited to, the following:

1. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers

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01 00 00 - 17 within the company of the Contractor, subcontractors, manufacturers or suppliers involved.

2. Furnish with each warranty the name, address and telephone number of each of the guarantor’s representatives nearest project location.

3. Listing and status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers and for all commissioned systems such as fire protection and alarm systems, sprinkler systems…