S02 Specs.pdf

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Z1DA--528-16-112 BUFFALO VAMC ROOF REPLACEMENT
Solicitation number
36C24220B0053
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About this file

This pre-solicitation notice announces an upcoming solicitation for roof replacement services at the Buffalo VA Medical Center in Buffalo, New York. The solicitation will have an estimated value between $1-5 million and will be set aside 100% for small businesses under NAICS code 238160 for roofing contractors with a size standard of $16.5 million. Interested parties should monitor the SAM.gov website for solicitation release on or around August 14, 2020, which will include specifications, drawings, and contract forms only in electronic format. A site visit will be scheduled upon solicitation release. Bids must be submitted electronically due to COVID-19 precautions. The contract is anticipated to be awarded on or around September 20, 2020, with ancillary work beginning before winter and full roof replacement mobilization scheduled for March 15, 2021. Inquiries should be directed to the named contracting officer by email.

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File Type Posted
Asbestos Abatement Roof Schematic Report.pdf PDF
36C24220B0053 0001.docx DOCX document
Core Samples - Roof Schematic Report.pdf PDF
S02 Structural Drawings.pdf PDF
S02 Electrical Drawings.pdf PDF
S02 Hazardous Materials Drawings.pdf PDF
36C24220B0053_4.docx DOCX document
S02 Mechanical Drawings.pdf PDF
S02 Architectural Drawings.pdf PDF
S02 General Drawings.pdf PDF
S02 Plumbing Drawings.pdf PDF
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Text version

AE DESIGN SERVICES FOR ROOF REPLACEMENT CONSTRUCTION DOCUMENTS

BUFFALO VAMC | BUFFALO, NY 11/15/2019

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 15 List of Drawing Sheets 07-15

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 12-18 01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build) 04-13 01 33 23 Shop Drawings, Product Data, and Samples 05-17 01 35 26 Safety Requirements 02-17 01 42 19 Reference Standards 05-16 01 45 00 Quality Control 01-18 01 45 29 Testing Laboratory Services 11-18 01 45 35 Special Inspections 04-18 01 45 35.1 Statement of Special Inspections 04-18 01 45 35.2 Schedule of Special Inspections 04-18 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 91 00 General Commissioning Requirements 10-15

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 08-17 02 82 13.21 Asbestos Roofing Abatement 09-15 02 83 33.13 Lead-Based Paint Removal and Disposal 08-16

DIVISION 03 – CONCRETE

03 30 53 (Short-Form) Cast-in-Place Concrete 02-16

DIVISION 04 – MASONRY

04 01 00 Maintenance of Masonry 02-16 04 05 13 Masonry Mortaring 10-17 04 05 16 Masonry Grouting 02-16 04 20 00 Unit Masonry 08-17 04 72 00 Cast Stone Masonry 02-15

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18 05 31 00 Steel Decking 02-16 05 40 00 Cold-Formed Metal Framing 05-16 05 50 00 Metal Fabrications 08-18

00 01 10-2

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 10-17

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19 Preparation for Re-Roofing 02-16 07 08 00 Facility Exterior Closure Commissioning 11-16 07 22 00 Roof and Deck Insulation 02-16 07 27 26 Fluid-Applied Membrane Air Barrier, Vapor Permeable 02-16 07 40 00 Roofing and Siding Panels 10-15 07 56 00 Fluid-Applied Roofing 05-15 07 60 00 Flashing and Sheet Metal 07-14 07 71 00 Roof Specialties 10-15 07 72 00 Roof Accessories 10-15 07 92 00 Joint Sealants 10-17

DIVISION 08 - OPENINGS

08 42 29 Sliding Automatic Entrances 08 63 00 Metal-Framed Skylights 10-15

DIVISION 09 – FINISHES

09 06 00 Schedule for Finishes 04-15 09 29 00 Gypsum Board 06-18 09 91 00 Painting 01-16

DIVISION 13 - SPECIAL CONSTRUCTION

13 05 41 Seismic Restraint Requirements for Non-Structural

Components 01-14

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-16 22 07 11 Plumbing Insulation 09-15 22 13 00 Facility Sanitary and Vent Piping 09-15 22 14 00 Facility Storm Drainage 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 08-17 23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment 02-15

23 11 23 Facility Natural-Gas Piping 08-17 23 21 13 Hydronic Piping 08-17 23 23 00 Refrigerant Piping 02-15 23 31 00 HVAC Ducts and Casings 03-13 23 34 00 HVAC Fans 02-15 23 37 00 Air Outlets and Inlets 02-15 23 38 13 Commercial-Kitchen Hoods 01-11

00 01 10-3

23 51 00 Breechings, Chimneys, and Stacks 08-17 23 74 13 Packaged, Outdoor, Central-Station Air-Handling Units 04-11 23 81 00 Decentralized Unitary HVAC Equipment 02-11

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16 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 08 00 Commissioning of Electrical Systems 11-16 26 27 26 Wiring Devices 01-18 26 41 00 Facility Lightning Protection 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 06-15 27 05 26 Grounding and Bonding for Communications Systems 06-15 27 05 33 Raceways and Boxes for Communications Systems 10-18 27 08 00 Commissioning of Communications Systems 11-16 27 10 00 Control, Communication and Signal Wiring 06-15

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 08-16 32 31 13 Chain Link Fences and Gates 06-18

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 15 List of Drawing Sheets 07-15

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 General Requirements 12-18 01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build) 04-13 01 33 23 Shop Drawings, Product Data, and Samples 05-17 01 35 26 Safety Requirements 02-17 01 42 19 Reference Standards 05-16 01 45 00 Quality Control 01-18 01 45 29 Testing Laboratory Services 11-18 01 45 35 Special Inspections 04-18 01 45 35.1 Statement of Special Inspections 04-18 01 45 35.2 Schedule of Special Inspections 04-18 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 91 00 General Commissioning Requirements 10-15

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 08-17 02 82 13.21 Asbestos Roofing Abatement 09-15 02 83 33.13 Lead-Based Paint Removal and Disposal 08-16

DIVISION 03 – CONCRETE

03 30 53 (Short-Form) Cast-in-Place Concrete 02-16

DIVISION 04 – MASONRY

04 01 00 Maintenance of Masonry 02-16 04 05 13 Masonry Mortaring 10-17 04 05 16 Masonry Grouting 02-16 04 20 00 Unit Masonry 08-17 04 72 00 Cast Stone Masonry 02-15

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 11-18 05 31 00 Steel Decking 02-16 05 40 00 Cold-Formed Metal Framing 05-16 05 50 00 Metal Fabrications 08-18

00 01 10-2

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry 10-17

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19 Preparation for Re-Roofing 02-16 07 08 00 Facility Exterior Closure Commissioning 11-16 07 22 00 Roof and Deck Insulation 02-16 07 27 26 Fluid-Applied Membrane Air Barrier, Vapor Permeable 02-16 07 40 00 Roofing and Siding Panels 10-15 07 56 00 Fluid-Applied Roofing 05-15 07 60 00 Flashing and Sheet Metal 07-14 07 71 00 Roof Specialties 10-15 07 72 00 Roof Accessories 10-15 07 92 00 Joint Sealants 10-17

DIVISION 08 - OPENINGS

08 42 29 Sliding Automatic Entrances 08 63 00 Metal-Framed Skylights 10-15

DIVISION 09 – FINISHES

09 06 00 Schedule for Finishes 04-15 09 29 00 Gypsum Board 06-18 09 91 00 Painting 01-16

DIVISION 13 - SPECIAL CONSTRUCTION

13 05 41 Seismic Restraint Requirements for Non-Structural

Components 01-14

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 07-16 22 07 11 Plumbing Insulation 09-15 22 13 00 Facility Sanitary and Vent Piping 09-15 22 14 00 Facility Storm Drainage 09-15

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 08-17 23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment 02-15

23 11 23 Facility Natural-Gas Piping 08-17 23 21 13 Hydronic Piping 08-17 23 23 00 Refrigerant Piping 02-15 23 31 00 HVAC Ducts and Casings 03-13 23 34 00 HVAC Fans 02-15 23 37 00 Air Outlets and Inlets 02-15 23 38 13 Commercial-Kitchen Hoods 01-11

00 01 10-3

23 51 00 Breechings, Chimneys, and Stacks 08-17 23 74 13 Packaged, Outdoor, Central-Station Air-Handling Units 04-11 23 81 00 Decentralized Unitary HVAC Equipment 02-11

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 01-16 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 08 00 Commissioning of Electrical Systems 11-16 26 27 26 Wiring Devices 01-18 26 41 00 Facility Lightning Protection 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 06-15 27 05 26 Grounding and Bonding for Communications Systems 06-15 27 05 33 Raceways and Boxes for Communications Systems 10-18 27 08 00 Commissioning of Communications Systems 11-16 27 10 00 Control, Communication and Signal Wiring 06-15

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 08-16 32 31 13 Chain Link Fences and Gates 06-18

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

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

Drawing No. Title

GENERAL

GI001 TITLE SHEET

GI101 ROOF KEY PLAN

GC101 ROOF STAGING AREAS AND PHASING

HAZARDOUS MATERIALS

HA101 ASBESTOS ABATEMENT-ROOF AREA 1

HA106 ASBESTOS ABATEMENT-ROOF AREA 6

ARCHITECTURAL

A-001 ARCHITECTURAL NOTES & LEGEND

AD101 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 1

AD102 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 2

AD103 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 3

AD104 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 4

AD105 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 5

AD106 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 6

AD107 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 7

AD108 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 8

AD109 ARCHITECTURAL DEMOLITION PLAN - ROOF 44

AD201 ARCHITECTURAL DEMOLITION ELEVATIONS-ROOF 44

AD301 ARCHITECTURAL DEMOLITION SECTIONS

AD401 ARCHITECTURAL DEMOLITION PLAN - ROOF 49

AD403 ARCHITECTURAL DEMOLITION PLAN - GLASS PANEL ROOF 41

AD501 ARCHITECTURAL DEMOLITION DETAILS

AD502 ROOF DETAILS - ROOF AREA 8

A-101 ARCHITECTURAL PLAN - ROOF AREA 1

A-102 ARCHITECTURAL PLAN - ROOF AREA 2

A-103 ARCHITECTURAL PLAN - ROOF AREA 3

A-104 ARCHITECTURAL PLAN - ROOF AREA 4

A-105 ARCHITECTURAL PLAN - ROOF AREA 5

A-106 ARCHITECTURAL PLAN - ROOF AREA 6

A-107 ARCHITECTURAL PLAN - ROOF AREA 7

A-108 ARCHITECTURAL PLAN - ROOF AREA 8

A-109 ARCHITECTURAL PLAN - ROOF 44

A-201 ARCHITECTURAL ELEVATIONS - ROOF 44

A-301 ARCHITECTURAL DETAILS

A-302 PARAPET REPAIR DETAILS - ROOF 45

00 01 15 - 2

A-401 ARCHITECTURAL PLAN - ROOF 49

A-403 ARCHITECTURAL PLAN - GLASS PANEL ROOF 41

A-501 ARCHITECTURAL DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES & LEGEND

SD401 STRUCTURAL DEMOLITION - INTERIOR LADDER AND PLATFORM

SD402 STRUCTURAL DEMOLITION - INTERIOR LADDER AND PLATFORM

S-401 STRUCTURAL INTERIOR LADDER AND PLATFORM

S-402 STRUCTURAL INTERIOR LADDER AND PLATFORM

S-501 STRUCTURAL LADDER DETAILS

S-502 STRUCTURAL SECTIONS AND DETAILS

SB403 STRUCTURAL FOUNDATION PLAN - ROOF 44

SF403 STRUCTURAL FRAMING PLAN - ROOF 44

PLUMBING

P-001 PLUMBING NOTES & LEGEND

P-101 PLUMBING PLAN - ROOF AREA 1

P-102 PLUMBING PLAN - ROOF AREA 2

P-103 PLUMBING PLAN - ROOF AREA 3

P-104 PLUMBING PLAN - ROOF AREA 4

P-105 PLUMBING PLAN - ROOF AREA 5

P-106 PLUMBING PLAN - ROOF AREA 6

P-107 PLUMBING PLAN - ROOF AREA 7

P-108 PLUMBING PLAN - ROOF AREA 8

P-401 PLUMBING ENLARGED PLAN - ROOF AREA 7

MECHANICAL

M-101 MECHANICAL EQUIPMENT PLAN - ROOF AREA 1

M-102 MECHANICAL EQUIPMENT PLAN - ROOF AREA 2

M-103 MECHANICAL EQUIPMENT PLAN - ROOF AREA 3

M-104 MECHANICAL EQUIPMENT PLAN - ROOF AREA 4

M-105 MECHANICAL EQUIPMENT PLAN - ROOF AREA 5

M-106 MECHANICAL EQUIPMENT PLAN - ROOF AREA 6

M-107 MECHANICAL EQUIPMENT PLAN - ROOF AREA 7

M-108 MECHANICAL EQUIPMENT PLAN - ROOF AREA 8

ELECTRICAL

E-001 ELECTRICAL NOTES & LEGEND

ED101 ELECTRICAL DEMOLITION PLAN - ROOF AREA 1

ED102 ELECTRICAL DEMOLITION PLAN - ROOF AREA 2

ED104 ELECTRICAL DEMOLITION PLAN - ROOF AREA 4

ED105 ELECTRICAL DEMOLITION PLAN - ROOF AREA 5

ED106 ELECTRICAL DEMOLITION PLAN - ROOF AREA 6

ED108 ELECTRICAL DEMOLITION PLAN - ROOF AREA 8

ED401 ELECTRICAL DEMOLITION PLAN - ROOF 49

ED402 ELECTRICAL DEMOLITION PLAN - ROOF 44

00 01 15 - 3

EP101 ELECTRICAL POWER PLAN - ROOF 44

EP201 ELECTRICAL POWER ELEVATIONS - ROOF 44

EG101 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 1

EG102 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 2

EG104 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 4

EG105 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 5

EG106 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 6

EG501 ELECTRICAL LIGHTNING DETAILS

- - - END - - -

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

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

Drawing No. Title

GENERAL

GI001 TITLE SHEET

GI101 ROOF KEY PLAN

GC101 ROOF STAGING AREAS AND PHASING

HAZARDOUS MATERIALS

HA101 ASBESTOS ABATEMENT-ROOF AREA 1

HA106 ASBESTOS ABATEMENT-ROOF AREA 6

ARCHITECTURAL

A-001 ARCHITECTURAL NOTES & LEGEND

AD101 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 1

AD102 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 2

AD103 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 3

AD104 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 4

AD105 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 5

AD106 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 6

AD107 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 7

AD108 ARCHITECTURAL DEMOLITION PLAN - ROOF AREA 8

AD109 ARCHITECTURAL DEMOLITION PLAN - ROOF 44

AD201 ARCHITECTURAL DEMOLITION ELEVATIONS-ROOF 44

AD301 ARCHITECTURAL DEMOLITION SECTIONS

AD401 ARCHITECTURAL DEMOLITION PLAN - ROOF 49

AD403 ARCHITECTURAL DEMOLITION PLAN - GLASS PANEL ROOF 41

AD501 ARCHITECTURAL DEMOLITION DETAILS

AD502 ROOF DETAILS - ROOF AREA 8

A-101 ARCHITECTURAL PLAN - ROOF AREA 1

A-102 ARCHITECTURAL PLAN - ROOF AREA 2

A-103 ARCHITECTURAL PLAN - ROOF AREA 3

A-104 ARCHITECTURAL PLAN - ROOF AREA 4

A-105 ARCHITECTURAL PLAN - ROOF AREA 5

A-106 ARCHITECTURAL PLAN - ROOF AREA 6

A-107 ARCHITECTURAL PLAN - ROOF AREA 7

A-108 ARCHITECTURAL PLAN - ROOF AREA 8

A-109 ARCHITECTURAL PLAN - ROOF 44

A-201 ARCHITECTURAL ELEVATIONS - ROOF 44

A-301 ARCHITECTURAL DETAILS

A-302 PARAPET REPAIR DETAILS - ROOF 45

00 01 15 - 2

A-401 ARCHITECTURAL PLAN - ROOF 49

A-403 ARCHITECTURAL PLAN - GLASS PANEL ROOF 41

A-501 ARCHITECTURAL DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES & LEGEND

SD401 STRUCTURAL DEMOLITION - INTERIOR LADDER AND PLATFORM

SD402 STRUCTURAL DEMOLITION - INTERIOR LADDER AND PLATFORM

S-401 STRUCTURAL INTERIOR LADDER AND PLATFORM

S-402 STRUCTURAL INTERIOR LADDER AND PLATFORM

S-501 STRUCTURAL LADDER DETAILS

S-502 STRUCTURAL SECTIONS AND DETAILS

SB403 STRUCTURAL FOUNDATION PLAN - ROOF 44

SF403 STRUCTURAL FRAMING PLAN - ROOF 44

PLUMBING

P-001 PLUMBING NOTES & LEGEND

P-101 PLUMBING PLAN - ROOF AREA 1

P-102 PLUMBING PLAN - ROOF AREA 2

P-103 PLUMBING PLAN - ROOF AREA 3

P-104 PLUMBING PLAN - ROOF AREA 4

P-105 PLUMBING PLAN - ROOF AREA 5

P-106 PLUMBING PLAN - ROOF AREA 6

P-107 PLUMBING PLAN - ROOF AREA 7

P-108 PLUMBING PLAN - ROOF AREA 8

P-401 PLUMBING ENLARGED PLAN - ROOF AREA 7

MECHANICAL

M-101 MECHANICAL EQUIPMENT PLAN - ROOF AREA 1

M-102 MECHANICAL EQUIPMENT PLAN - ROOF AREA 2

M-103 MECHANICAL EQUIPMENT PLAN - ROOF AREA 3

M-104 MECHANICAL EQUIPMENT PLAN - ROOF AREA 4

M-105 MECHANICAL EQUIPMENT PLAN - ROOF AREA 5

M-106 MECHANICAL EQUIPMENT PLAN - ROOF AREA 6

M-107 MECHANICAL EQUIPMENT PLAN - ROOF AREA 7

M-108 MECHANICAL EQUIPMENT PLAN - ROOF AREA 8

ELECTRICAL

E-001 ELECTRICAL NOTES & LEGEND

ED101 ELECTRICAL DEMOLITION PLAN - ROOF AREA 1

ED102 ELECTRICAL DEMOLITION PLAN - ROOF AREA 2

ED104 ELECTRICAL DEMOLITION PLAN - ROOF AREA 4

ED105 ELECTRICAL DEMOLITION PLAN - ROOF AREA 5

ED106 ELECTRICAL DEMOLITION PLAN - ROOF AREA 6

ED108 ELECTRICAL DEMOLITION PLAN - ROOF AREA 8

ED401 ELECTRICAL DEMOLITION PLAN - ROOF 49

ED402 ELECTRICAL DEMOLITION PLAN - ROOF 44

00 01 15 - 3

EP101 ELECTRICAL POWER PLAN - ROOF 44

EP201 ELECTRICAL POWER ELEVATIONS - ROOF 44

EG101 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 1

EG102 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 2

EG104 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 4

EG105 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 5

EG106 ELECTRICAL LIGHTNING PROTECTION PLAN - ROOF AREA 6

EG501 ELECTRICAL LIGHTNING DETAILS

- - - END - - -

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 RESIDENT ENGINEER'S FIELD OFFICE

1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.19 TEMPORARY USE OF EXISTING ELEVATORS

1.20 TEMPORARY USE OF NEW ELEVATORS

1.21 TEMPORARY TOILETS

1.22 AVAILABILITY AND USE OF UTILITY SERVICES

1.23 NEW TELEPHONE EQUIPMENT

1.24 TESTS

1.25 INSTRUCTIONS

1.26 GOVERNMENT-FURNISHED PROPERTY

1.27 RELOCATED EQUIPMENT

1.28 STORAGE SPACE FOR DEPARTMENT OF VETERANS AFFAIRS EQUIPMENT

1.29 CONSTRUCTION SIGN

1.30 SAFETY SIGN

1.31 PHOTOGRAPHIC DOCUMENTATION

1.32 FINAL ELEVATION Digital Images

1.33 HISTORIC PRESERVATION

1.34 VA TRIRIGA CPMS

AE DESIGN SERVICES FOR ROOF REPLACEMENT 90% DESIGN DEVELOPMENT SUBMISSION

BUFFALO VAMC | BUFFALO, NY 9/27/2019

01 00 00 -1

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 for BUFFALO VA MEDICAL CENTER, VA

WESTERN NEW YORK HEALTHCARE SYSTEM 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 ENCORUS GROUP ENGINEERS, P.C. 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. Deleted.

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, ROOF REPLACEMENT: Work includes general construction, alterations, walks, roof drainage, hazardous material abatement and necessary removal of existing structures and construction and certain other items.

ITEM II, Electrical Work: Work includes all labor, material, equipment and supervision to perform the required electrical construction work on this project including disconnection, temporary removal, and reconnection of existing equipment. Work includes all labor, material, equipment and supervision to perform the required electrical construction work on this project including replacement of existing lightning protection systems and roof lighting.

01 00 00 -2

ITEM III, Mechanical Work: Work includes all labor, material, equipment and supervision to perform the required Mechanical construction work on this project including disconnection, temporary removal, and reconnection of existing equipment.

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 minimum three weeks’ notice to the Contracting Officer so that security 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. No photos of VA employees or others.

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. Deleted.

D. Key Control:

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

01 00 00 -3

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.

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.

01 00 00 -4

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. Deleted.

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. The contractor shall not store materials on site that are to be installed in the future.

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

01 00 00 -5 days. Provide unobstructed access to Medical Center areas required to remain in operation.

3. Deleted.

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 three 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

COR and Contractor, as follows:

Phase 1: Wing A and Lower South Entrance Roofs (Roofs 16, 20, 25, 26, 38 through 42, 53) Phase 2: Entire Upper-most Core and Wing B (Roofs 1 through 14, 17, 21, 27, 28, 45, 51, 52) Phase 3: Wing C and East Kitchen Area (Roofs 18, 22, 29, 30, 33 through

37, and 47) Phase 4: Wing D and portions of South Entrance Area (Roofs 15, 19, 23, 24, 39, 43, 44) Phase 5: Building 20 and 28 (Roofs 31, 32, 46, 48 through 50, 59)

H. Building(s) No.(s) 1, 20, and 28 will be occupied during performance of work.

1. Certain areas of Building(s) No.(s) 1, 20, and 28 will be occupied by Medical Center personnel for various periods as listed below:

AREA PERIOD

Building 1 - Roof 44 (Ambulatory Entrance) 24 hrs./7 days a week

01 00 00 -6

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 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 50 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.

01 00 00 -7

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), 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 COR [Chief Engineer] [Chief of

Facilities Management]. 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, 21 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 30 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.

01 00 00 -8

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, 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.

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.

O. Deleted.

1.7 ALTERATIONS

A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR, 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 buildings.

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.

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.

01 00 00 -9

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 COR, 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 and VAAR 852.236-88).

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, 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

01 00 00 -10 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.

4. Deleted.

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.

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.

(FAR 52.236-9)

01 00 00 -11

C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and

"Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

D. Deleted.

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.

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 VAAR 852.236-88) and "DIFFERING SITE CONDITIONS" (FAR

52.236-2).

01 00 00 -12

1.11 PHYSICAL DATA - NOT USED

1.12 PROFESSIONAL SURVEYING SERVICES - NOT USED

1.13 LAYOUT OF WORK - NOT USED

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 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 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 in 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

01 00 00 -13 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 and lightning protection systems, etc.

4. A list for each warranted equipment item, feature of construction or system indicating:

a. Name of item.

b. Model and serial numbers.

c. Location where installed.

d. Name and phone numbers of manufacturers and suppliers.

e. Name and phone numbers of manufacturers or suppliers.

f. Names, addresses and phone numbers of sources of spare parts.

g. Warranties and terms of warranty. Include one-year overall warranty of construction, including the starting date of warranty of construction. Items which have extended warranties must be indicated with separate warranty expiration dates.

h. Starting point and duration of warranty period.

i. Summary of maintenance procedures required to continue the warranty in force.

j. Cross-reference to specific pertinent Operation and Maintenance manuals.

k. Organizations, names and phone numbers of persons to call for warranty service.

l. Typical response time and repair time expected for various warranted equipment.

5. The plans for attendance at the 4 and 9-month post construction warranty inspections conducted by the government.

6. Procedure and status of tagging of all equipment covered by extended warranties.

7. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty and/or safety reasons.

01 00 00 -14

B. Performance Bond: The Performance Bond must remain effective throughout the construction period.

1. In the event the Contractor fails to commence and diligently pursue any construction warranty work required, the Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining construction warranty funds of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

2. In the event sufficient funds are not available to cover the construction warranty work performed by the Government at the contractor’s expenses, the Contracting Officer will have the right to recoup expenses from the bonding company.

3. Following oral or written notification of required construction warranty repair work, the Contractor shall respond in a timely manner. Written verification will follow oral instructions. Failure to respond will be cause for the Contracting Officer to proceed against the Contractor.

C. Pre-Warranty Conference: Prior to contract completion, and at a time designated by the Contracting Officer, the Contractor shall meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of this section. Communication procedures for

Contractor notification of construction warranty defects, priorities with respect to the type of defect, reasonable time required for

Contractor response, and other details deemed necessary by the

Contracting Officer for the execution of the construction warranty will be established/ reviewed at this meeting. In connection with these requirements and at the time of the Contractor’s quality control completion inspection, furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue construction warranty work action on behalf of the Contractor.

This point of contract will be located within the local service area of the warranted construction, be continuously available and be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of its responsibilities in conjunction with other portions of this provision.

D. Contractor’s Response to Construction Warranty Service Requirements:

Following oral or written notification by the Contracting Officer, the

Contractor shall respond to construction warranty service requirements

01 00 00 -15 in accordance with the “Construction Warranty Service Priority List” and the three categories of priorities listed below. Submit a report on any warranty item that has been repaired during the warranty period.

Include within the report the cause of the problem, date reported, corrective action taken, and when the repair was completed. If the

Contractor does not perform the construction warranty within the timeframe specified, the Government will perform the work and back charge the construction warranty payment item established.

1. First Priority Code 1. Perform onsite inspection to evaluate situation, and determine course of action within 4 hours, initiate work within 6 hours and work continuously to completion or relief.

2. Second Priority Code 2. Perform onsite inspection to evaluate situation, and determine course of action within 8 hours, initiate work within 24 hours and work continuously to completion or relief.

3. Third Priority Code 3. All other work to be initiated within 3 work days and work continuously to completion or relief.

4. The “Construction Warranty Service Priority List” is as follows:

Code 1-Life Safety Systems NOT USED

Code 1-Air Conditioning Systems NOT USED

Code 1 Doors

a. Overhead doors not operational, causing a security, fire or safety problem.

b. Interior, exterior personnel doors or hardware, not functioning properly, causing security, fire or safety problem.

Code 3-Doors

a. deleted.

b. Interior/exterior personnel doors or hardware not functioning properly.

Code 1-Electrical

a. Power failure (entire area or any building operational after 1600 hours).

b. Security lights.

c. deleted.

Code 2-Electrical

a. Power failure (no power to a room or part of building).

b. Receptacles and lights not operational (in a room or part of building).

Code 3-Electrical

01 00 00 -16

a. Exterior lights not operational.

Code 1-Gas

a. Leaks and pipeline breaks.

Code 1-Heat

a. Power failure affecting heat.

Code 1-Plumbing

a. deleted.

b. Leaking water supply pipes.

Code 2-Plumbing

a. deleted.

b. Fixture drain, supply line or any water pipe leaking.

c. deleted.

Code 3-Plumbing NOT USED

Code 3-Interior NOT USED

Code 1-Roof Leaks

a. Damage to property is occurring.

Code 2-Water (Exterior) NOT USED

Code 2-Water (Hot) NOT USED

Code 3

a. All work not listed above.

E. Warranty Tags: At the time of installation, tag each warranted item with a durable, oil and water-resistant tag approved by the Contracting

Officer. Attach each tag with a copper wire and spray with a silicone waterproof coating. Also submit two record copies of the warranty tags showing the layout and design. The date of acceptance and the QC signature must remain blank until the project is accepted for beneficial occupancy. Show the following information on the tag.

01 00 00 -17

1.16 USE OF ROADWAYS

A. For hauling, use only established public roads and roads on Medical

Center property and, when authorized by the COR, such temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed and restoration performed by the Contractor at Contractor's expense. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.

B. Deleted.

C. When certain buildings (or parts of certain buildings) are required to be completed in advance of general date of completion, all roads leading thereto must be completed and available for use at time set for completion of such buildings or parts thereof.

1.17 RESIDENT ENGINEER'S FIELD OFFICE: NOT USED

1.18 TEMPORARY USE OF MECHANICAL AND…

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