526-26-102 Bid Documents - Specs - Volume I.pdf
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This document is a comprehensive set of bid documents and specifications for a Department of Veterans Affairs project to replace emergency generators at the James J. Peters VA Medical Center in Bronx, NY. The project (No. 526-21-107) involves removing and replacing existing Emergency Mechanical and Electrical (EMD) generators, including related systems and infrastructure work. The specifications cover multiple divisions including demolition, asbestos abatement, structural modifications, electrical systems, HVAC, plumbing, and fire protection.
Key technical components include installing new Tier 4 generator exhaust treatment systems, constructing a new switchgear room, installing remote radiators for EMD generators, and performing comprehensive site preparation and utility modifications. The bid documents provide detailed technical requirements across 33 specification divisions, with extensive documentation for construction methods, materials, testing, commissioning, safety protocols, and environmental controls. The project will require careful coordination, specialized contractor qualifications, and adherence to strict federal, state, and local regulatory requirements for construction and hazardous material handling.
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BID DOCUMENTS
SPECIFICATIONS
VOLUME I
Div. 00 – Div. 22
REPLACE EMD GENERATORS
Project No. 526-21-107
Bronx Department of Veterans Affairs Bronx, NY
1040 Kings Highway North
Suite 700 Cherry Hill, New Jersey 08034
(856) 429-4000
May 20, 2025
Department of Veterans Affairs Project No. 526-21-107
James J. Peters VA Medical Center Replace EMD Generators
Bronx, NY Bid Documents: 05/20/2025
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 11-21
01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 11-21
01 33 23 Shop Drawings, Product Data, and Samples 09-22
01 33 23.10 Submittal Register
01 35 26 Safety Requirements 10-22
01 42 19 Reference Standards 11-20
01 45 00 Quality Control 02-21
01 45 29 Testing Laboratory Services 11-18
01 45 35 Special Inspections 06-21
01 45 35.10 Attachment A – Schedule of Special Inspections
01 45 35.20 Attachment B – Statement of Special Inspections
01 57 19 Temporary Environmental Controls 01-21
01 74 19 Construction Waste Management 04-22
01 91 00 General Commissioning Requirements 04-22
DIVISION 02 – EXISTING CONDITIONS
02 41 00 Demolition 08-17
02 82 11 Traditional Asbestos Abatement 01-21
02 83 33.13 Lead-Based Paint Removal and Disposal 01-21
DIVISION 03 – CONCRETE
03 30 53 (Short-Form) Cast-in-Place Concrete 01-21
DIVISION 04 – MASONRY
04 05 13 Masonry Mortaring 10-17
04 05 16 Masonry Grouting 01-21
04 20 00 Unit Masonry 08-17
DIVISION 05 – METALS
05 12 00 Structural Steel Framing 11-18
05 31 00 Steel Decking 01-21
05 50 00 Metal Fabrications 08-18
00 01 10-2
05 51 00 Metal Stairs 01-21
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 01-21
07 21 13 Thermal Insulation 01-21
07 22 00 Roof and Deck Insulation 01-21
07 40 00 Roofing and Siding Panels 01-21
07 52 16.11 Cold Adhesive Styrene-Butadiene-Styrene Modified
Bituminous Membrane Roofing
12-21
07 60 00 Flashing and Sheet Metal 01-21
07 72 00 Roof Accessories 01-21
07 81 00 Applied Fireproofing 10-17
07 84 00 Firestopping 01-21
07 92 00 Joint Sealants 04-22
07 95 13 Expansion Joint Cover Assemblies 01-21
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Doors and Frames 01-21
08 14 00 Interior Wood Doors 01-21
08 33 00 Coiling Doors and Grilles 01-21
08 71 00 Door Hardware 05-22
08 80 00 Glazing 01-21
08 90 00 Louvers and Vents 01-21
DIVISION 09 – FINISHES
09 05 16 Subsurface Preparation for Floor Finishes 01-21
09 06 00 Schedule for Finishes 01-21
09 22 16 Non-Structural Metal Framing 06-18
09 29 00 Gypsum Board 04-20
09 30 13 Ceramic/Porcelain Tiling 01-21
09 51 00 Acoustical Ceilings 12-18
09 65 13 Resilient Base and Accessories 01-21
09 65 19 Resilient Tile Flooring 05-18
09 91 00 Painting 01-21
DIVISION 10 – SPECIALTIES
10 21 16 Shower and Dressing Compartments 01-21
10 28 00 Toilet, Bath, and Laundry Accessories 01-21
10 82 11 Coiled Wire Grilles and Screens
00 01 10-3
DIVISION 12 – FURNISHINGS
12 32 00 Manufactured Wood Casework 01-21
12 36 00 Countertops 12-18
DIVISION 21- FIRE SUPPRESSION
21 13 13 Wet-Pipe Sprinkler Systems 06-15
DIVISION 22 – PLUMBING
22 05 11 Common Work Results for Plumbing 09-20
22 05 19 Meters and Gages for Plumbing Piping 09-20
22 05 23 General-Duty Valves for Plumbing Piping 09-20
22 07 11 Plumbing Insulation 09-19
22 11 00 Facility Water Distribution 05-21
22 13 00 Facility Sanitary and Vent Piping 09-20
22 14 00 Facility Storm Drainage 09-15
22 33 00 Electric Domestic Water Heaters 09-20
22 40 00 Plumbing Fixtures 09-15
DIVISION 23 – HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
23 05 11 Common Work Results for HVAC 04-22
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 04-22
23 09 23 Direct-Digital Control System for HVAC 09-11
23 10 00 Facility Fuel Systems 04-20
23 11 23 Facility Natural-Gas Piping 04-20
23 21 13 Hydronic Piping 02-20
23 21 23 Hydronic Pumps 02-20 23 22 13 Steam and Condensate Heating Piping 10-22
23 22 23 Steam Condensate Pumps 04-20
23 23 00 Refrigerant Piping 02-20
23 31 00 HVAC Ducts and Casings 02-20
23 34 00 HVAC Fans 02-20
23 37 00 Air Outlets and Inlets 02-20
23 40 00 HVAC Air Cleaning Devices 03-20
23 72 00 Air-to-Air Energy Recovery Equipment 03-20
23 81 00 Decentralized Unitary HVAC Equipment 03-20
23 81 43 Air-Source Unitary Heat Pumps 03-20
23 82 00 Convection Heating and Cooling Units 03-20
00 01 10-4
DIVISION 26 – ELECTRICAL
26 05 11 Requirements for Electrical Installations 01-16
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 13 13 Medium-Voltage Circuit Breaker Switchgear 01-17
26 23 13 Generator Paralleling Controls 01-17
26 24 16 Panelboards 01-18
26 25 11 Busways 01-17
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 32 13 Engine Generators 01-18
26 51 00 Interior Lighting 01-18
DIVISION 27 – COMMUNICATIONS
27 05 11 Requirements for Communications Installations 09-19
27 05 26 Grounding and Bonding for Communications Systems 06-15
27 05 33 Raceways and Boxes for Communications Systems 10-18
27 10 00 Control, Communication and Signal Wiring 06-15
27 15 00 Communications Structured Cabling 01-16
27 51 23 Intercommunications and Program Systems 06-15
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 05 00 Common Work Results for Electronic Safety and Security 04-18
28 05 13 Conductors and Cables for Electronic Safety and
Security
10-18
28 05 26 Grounding and Bonding for Electronic Safety and
Security
09-11
28 05 28.33 Conduits and Backboxes for Electronic Safety and
Security
09-11
28 08 00 Commissioning of Electronic Safety and Security Systems 11-16
28 13 00 Physical Access Control System 10-11
28 13 16 Physical Access Control System and Database Management 09-11
28 23 00 Video Surveillance 09-11
28 31 00 Fire Detection and Alarm 10-11
DIVISION 31 – EARTHWORK
31 20 00 Earthwork 07-16
31 20 10 Geotech Report
31 23 19 Dewatering 10-12
00 01 10-5
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
DIVISION 33 – UTILITIES
33 30 00 Sanitary Sewer Utilities 06-13
33 40 00 Storm Sewer Utilities 12-17
00 01 10-6
Page Intentionally Left Blank
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
GI001 COVER SHEET
GI100 LIFE SAFETY PLAN - LEVEL 2
CIVIL
CS101 EXISTING CONDITIONS / DEMOLITION - SITE
CS102 NEW/PROPOSED CONDITIONS = SITE
CS103 NEW/PROPOSED CONDITIONS - SITE-SECURITY GATE
CS501 DETAILS - SITE
CS502 DETAILS - SITE
CS503 DETAILS - SITE
HAZARDOUS MATERIALS
HA111 ABATEMENT PLAN - LEVEL 1 - GENERATOR ROOM
HA121 ABATEMENT PLAN - LEVEL 2
HA131 ABATEMENT PLAN - LEVEL 3
HA141 ABATEMENT PLAN - LEVEL 4 - ROOF
STRUCTURAL
S-001 ABBREVIATIONS & NOTES
S-002 NOTES
SS101 SITE FOUNDATION PLAN
SD101 FOUNDATION & SLAB-ON-GRADE DEMOLITION PLAN
SD121 ROOF & LEVEL 2 DEMOLITION PLAN
SF101 FOUNDATION PLAN
SF111 ADDITION SLAB-ON-GRADE & LEVEL 1 PLAN
SF121 FRAMING PLAN - ADDITION ROOF & PLATFORM
SF131 FRAMING PLAN - LEVEL 3
00 01 15 - 2
SF141 FRAMING PLAN - ROOF
SF301 SECTION
SF302 SECTION
SF303 SECTION
S-301 FOUNDATION DETAILS
S-501 FRAMING DETAILS
S-502 FRAMING DETAILS
S-521 MASONRY SECTIONS & DETAILS
S-601 COLUMN SCHEDULE
S-602 FOUNDATIONS SCHEDULES
S-701 TYPICAL CONCRETE DETAILS
S-710 TYPICAL STEEL DETAILS
S-711 TYPICAL STEEL DETAILS
S-720 TYPICAL MASONRY DETAILS
ARCHITECTURAL
AD111 DEMOLITION PLAN - LEVEL 1
AD121 DEMOLITION PLAN - LEVEL 2
AD131 DEMOLITION PLAN - LEVEL 3
AE001 NOTES, SYMBOLS & ABBREVIATIONS
AE002 PARTITION TYPES
AE111 CONSTRUCTION PLAN - LEVEL 1
AE121 CONSTRUCTION PLAN - LEVEL 2
AE131 CONSTRUCTION PLAN - LEVEL 3
AE141 CONSTRUCTION PLAN - LEVEL 4 - ROOF
AE200 REFLECTIVE CEILING PLAN - LEVEL 2
AE300 ELEVATIONS WEST, SOUTH & NORTH
AE301 BUILDING SECTIONS
AE302 WALL SECTION DETAILS
AE303 PLAN DETAILS
AE304 ROOF DETAILS
AE400 LADDER & STAIRS DETAILS
AE500 INTERIOR ELEVATIONS & DETAILS
AE600 DOOR SCHEDULE & DETAILS
00 01 15 - 3
FIRE SUPPRESSION
FX001 ABBREVIATIONS, LEGEND, AND GENERAL NOTES
FK111 DEMOLITION PLAN - LEVEL 1
FK121 DEMOLITION PLAN - LEVEL 2
FX111 PLAN - LEVEL 1
FX121 PLAN - LEVEL 2
PLUMBING
P-001 ABBREVIATIONS, NOTES & SYMBOLS
PD121 DEMOLITION PLAN - LEVEL 2
PD131 DEMOLITION PLAN - LEVEL 3
P-121 PLAN - LEVEL 2
P-131 PLAN - LEVEL 3
P-501 DETAILS, DIAGRAMS AND SCHEDULES
MECHANICAL
M-001 ABBREVIATIONS, NOTES & SYMBOLS
MD111 DEMOLITION PLAN - LEVEL 1 - GENERATOR ROOM
MD121 DEMOLITION PLAN - LEVEL 2 - CATWALK
MD131 DEMOLITION PLAN - LEVEL 3
MD141 DEMOLITION PLAN - LEVEL 4 - ROOF
M-111 PLAN - LEVEL 1 - GENERATOR ROOM
M-121 PLAN - LEVEL 2 - CATWALK
M-131 PLAN - LEVEL 3
M-141 PLAN - LEVEL 4 - ROOF
M-301 SECTION AT 101-GEN-02
M-302 SECTION AT 101-GEN-01
M-303 SECTION AT 101-EF-01 & 101-EF-02
M-304 CROSS SECTION SHOWING EQUIPMENT & DUCTWORK
M-501 DETAILS
M-502 DETAILS
M-503 DETAILS
M-601 AIRFLOW DIAGRAM GENERATOR ROOM
M-602 AIRFLOW & UREA PIPING DIAGRAM GENERATOR EXHAUST
M-603 FUEL OIL FLOW DIAGRAM
M-701 SCHEDULES
00 01 15 - 4
M-702 SCHEDULES
M-801 CONTROLS - ABBREVIATIONS, NOTES & SYMBOLS
M-802 CONTROLS - SEQUENCE OF OPERATIONS
ELECTRICAL
E-001 ABBREVIATIONS & SYMBOLS
E-002 NOTES
ES101 SITE PLAN
ED111 DEMOLITION PLAN - LEVEL 1
ED121 DEMOLITION PLAN - LEVEL 2
EP111 POWER PLAN - LEVEL 1
EP121 POWER PLAN - LEVEL 2
EP122 POWER PLAN - LEVEL 2 & GROUND FLOOR
EP131 POWER PLAN - LEVEL 3
E-501 DETAILS
E-601 DEMOLITION SINGLE LINE DIAGRAM
E-602 NEW WORK SINGLE LINE DIAGRAM
E-701 SCHEDULES
FIRE ALARM
FA001 ABBREVIATIONS, LEGEND AND GENERAL NOTES
FD111 DEMOLITION PLAN - LEVEL 1
FD121 DEMOLITION PLAN - LEVEL 2
FA111 PLAN - LEVEL 1
FA121 PLAN - LEVEL 2
SECURITY ELECTRONICS
T-001 SYMBOLS, ABBREVIATIONS & GENERAL NOTES
TY010 SITE PLAN
TY111 CONSTRUCTION PLAN - LEVEL 1
TY121 CONSTRUCTION PLAN - LEVEL 2
TY131 CONSTRUCTION PLAN - LEVEL 3
T-501 PHYSICAL ACCESS CONTROL SYSTEM DOOR CONTROL
DETAILS
T-502 CAMERA MOUNTING DETAILS
T-503 SCREENING GATE DETAILS - FISHER HOUSE
00 01 15 - 5
T-601 PHYSICAL ACCESS CONTROL SYSTEM RISER DIAGRAM -
BUILDING 101
T-602 SECURITY SURVEILLANCE TELEVISION RISER DIAGRAM
- BUILDING 101
T-603 PACS / SSTV / IC RISER DIAGRAMS - FISHER HOUSE
REFERENCE
E-603 CONTROL LOGIC SCHEME PART I
E-604 CONTROL LOGIC SCHEME PART II
E-605 CONTROL LOGIC SCHEME PART III
E-606 CONTROL LOGIC SCHEME PART IV AND VOLTAGE
INDICATION SOURCE
E-607 CONTROL LOGIC SCHEME PART IV AND VOLTAGE
INDICATION SOURCE
E-608 CONTROL SCHEME DIAGRAMS
E-609 CONTROL SCHEME DIAGRAMS
E-610 CONTROL SCHEME DIAGRAMS
E-611 FACTORY ACCEPTANCE TESTING (FAT)
E-612 SITE ACCEPTANCE TESTING (SAT)
E-613 FACTORY ACCEPTANCE TESTING (FAT)
E-614 SITE ACCEPTANCE TESTING (SAT)
ATTACHMENT #1 EXISTING 5KV PARALLELING SWITCHGEAR (ASCO)
ATTACHMENT #2 EXISTING GENERATOR (CATEPILLAR)
ATTACHMENT #3 HO PENN EQUIPMENT IN STORAGE
ATTACHMENT #4 FIELD TESTING REPORT OF ASCO 5KV SWITCHGEAR
- - - E N D - - -
00 01 15 - 6
Page Intentionally Left Blank
11-01-21
01 00 00 - 1
SECTION 01 00 00
GENERAL REQUIREMENTS
PART 1 - GENERAL
1.1 SAFETY REQUIREMENTS
A. 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 the “Replace EMD Generators” project at the James J. Peters VA Medical Center, Bronx Campus, VA
Project No. 526-21-107. as required by drawings and specifications.
B. This project will be constructed concurrently with the “Replace Cooling
Tower for Main Standy Generators” project at the James J. Peters VA
Medical Center, Bronx Campus, VA Project No. 526-19-132. Contractor
Shall completely review and coordinate with all aspects of both projects. Any additional costs or expenses to the contractor resulting from failure to coordinate the two projects will not result in any additional expense to the VA.
C. Visits to the site by Bidders may be made only by appointment with the
Medical Center Contracting Officer’s Representative (COR).
D. Offices of Miller-Remick, 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.
E. 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 workdays unless otherwise designated by the COR.
F. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA
01 00 00 - 2 police, be identified by project and employer, and restricted from unauthorized access.
1.3 STATEMENT OF BID ITEM(S)
A. ITEM I, GENERAL CONSTRUCTION: All work as required by drawings and specifications, including general construction, demolition and alteration of existing construction, structural, mechanical, electrical, plumbing, fire protection and alarm, security, physical security, hazardous material removal, utilities and certain other items. The project will replace the existing EMD Generators and all associated appurtenance with VA furnished, Contractor installed
Emergency Generators, Tier 4 Generator Exhaust treatment components.
The project also includes the partial demolition of the Adjacent Motor
Pool Building to allow for the construction of a new addition, which will become a new switchgear room and house new paralleling switchgear.
New Remote Radiators for the EMD Generators will be installed under the above mentioned project. The two projects will be constructed concurrently and all aspects closely coordinated. SPECIFICATIONS AND
DRAWINGS FOR CONTRACTOR
B. Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at Contractor's expense.
1.4 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 10 business days notice to the Contracting Officer so that security arrangements can be provided for the employees. This notice is
01 00 00 - 3 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. Patients and staff are not to be photographed at any time.
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.
D. 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.
01 00 00 - 4
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).
Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the
EDMS system.
“Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.
E. 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 permits shall be issued for General Contractor and its employees for parking in designated areas only. Contractor to coordinate with VA Medical Center Facility Manager.
1.5 OPERATIONS AND STORAGE AREAS (FAR 52.236-10)
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.
01 00 00 - 5
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.
D. Working space and space available for storing materials shall be as determined by the COR.
E. Workers are subject to rules of the Medical Center applicable to their conduct.
F. Execute work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of construction materials, debris, standing construction equipment and vehicles at all times.
G. Execute work so as to interfere as little as possible with normal functioning of the 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. Provide unobstructed access to the 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.
01 00 00 - 6
H. Utilities Services: Where necessary to cut existing pipes, electrical wires, conduits, cables, etc., of utility services, or of fire 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.
I. The Motor Pool Building will be vacated by Government prior to beginning demolition or construction. Building No. _101______ 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 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.
J. 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
01 00 00 - 7 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.
K. 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 4 degrees C (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.
L. Utilities Services: Maintain existing utility services for the 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), 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 the COR. 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 the COR, in writing, 7 days in advance of proposed interruption.
01 00 00 - 8
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 the 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.
M. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, shall be removed back to their source. Those which are indicated 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.
N. 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. Wherever 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.
01 00 00 - 9
O. Coordinate the work for this contract with other construction operations as directed by the COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF
ROADWAYS.
1.6 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 all three, 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.
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 the
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).
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
01 00 00 - 10 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.
1.7 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 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 the 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
01 00 00 - 11 be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.
1.8 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND
IMPROVEMENTS (FAR 52.236-9)
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.
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.
1.9 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
01 00 00 - 12 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 "DIFFERING SITE CONDITIONS" (FAR 52.236-2).
1.10 PHYSICAL DATA – SOIL CONDITIONS
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 _ Pillori
Associates, P. A.
(FAR 52.236-4)
B. 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.
C. 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 investigation, decide for themselves character of materials and make their bids accordingly. Bids should include rock removal at no
01 00 00 - 13 additional cost to the Government. Upon proper application to
Department of Veterans Affairs, bidders shall engage their own geotechnical investigator for subsurface explorations of their own at site.
1.11 PROFESSIONAL SURVEYING SERVICES
A. 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.
1.12 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 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 the addition, roads, 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 appropriate batter boards or other means) sufficient additional survey
01 00 00 - 14 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 or registered civil engineer. 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 or registered civil engineer as meeting requirements of contract drawings.
Furnish such certification to the COR before any major items of concrete work are placed. In addition, Contractor shall furnish to the
COR certificates from a registered land surveyor or registered civil engineer 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.
4. Lines of elevations of all swales and interment areas.
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 or registered civil engineer seal, and forward these drawings upon completion of work to COR.
F. Upon completion of the work, the Contractor shall furnish the COR one electronic copy and reproducible drawings at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work, including burial monuments and fifty foot stationing along new road centerlines. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.
01 00 00 - 15
G. 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".
1.13 AS-BUILT DRAWINGS
A. The contractor shall maintain two full-sized 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.
1.14 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 four sets 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:
01 00 00 - 16
1. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers 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.
01 00 00 - 17
7. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty and/or safety reasons.
B. Performance & Payment Bonds: The Performance & Payment Bonds 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
01 00 00 - 18 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:
1. 1.Following oral or written notification by the Contracting Officer, the Contractor shall respond to construction warranty service requirements 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.
2. 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.
3. 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.
4. Third Priority Code 3. All other work to be initiated within 3 work days and work continuously to completion or relief.
5. The “Construction Warranty Service Priority List” is as follows:
a) Code 1-Life Safety Systems
Fire suppression systems.
Fire alarm system(s).
b) Code 1-Air Conditioning Systems
Air conditioning leak in part of the building, if causing damage.
Air conditioning system not cooling properly.
c) Code 1 Doors
Overhead doors not operational, causing a security, fire or safety problem.
1) Interior, exterior personnel doors or hardware, not functioning properly, causing security, fire or safety problem.
01 00 00 - 19
d) Code 3-Doors
Overhead doors not operational.
Interior/exterior personnel doors or hardware not functioning properly.
e) Code 1-Electrical
Power failure (entire area or any building operational after
1600 hours).
Security lights.
Smoke detectors.
f) Code 2-Electrical
Power failure (no power to a room or part of building).
Rec…
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