Memphis Building 7 SCID Outpatient Addition BD Specifications 201013.pdf
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- Attached to
- Minor Project 614-321, Construct Bldg 7 SCI/D North-Addition Federal contract opportunity
- Solicitation number
- 36C24921R0048
About this file
This document outlines a federal contract opportunity for the construction of an addition to Building 7 at the Memphis VA Medical Center. The Minor Project 614-321 will construct approximately 8,000 gross square feet addition to the A-wing of Building 7 on the first and second floors. The scope of work includes renovating 9,850 gross square feet of existing space, installing a new chiller and cooling tower, delivering new HVAC and electrical utilities via a pipe basement, and conducting asbestos and lead-based paint abatement. The solicitation number is 36C24921R0048 and is being issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9 as a pre-solicitation notice.
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Text version
Project No.: 614-321
Specifications
For:
At:
Construct Building 7 Spinal Cord Injury/D Outpatient
Addition North
Combined Specifications
Divisions 01 Through 48, Reference Documents
Department of Veterans Affairs
Memphis VA Medical Center
Memphis, TN
Issue: Bid Documents October 13, 2020
Property of US Department of Veterans Affairs
09-01-19
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
00 01 13 Project Seals Page
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 09-19
01 45 00 Quality Control 03-19
01 45 29 Testing Laboratory Services 11-18
01 45 35 Special Inspections 03-19
01 57 19 Temporary Environmental Controls 01-11
01 58 16 Temporary Interior Signage 07-15
01 74 19 Construction Waste Management 09-13
01 81 13 Sustainable Construction Requirements 10-17
01 91 00 General Commissioning Requirements 10-15
DIVISION 02 – EXISTING CONDITIONS
02 21 13 Site Surveys 08-16
02 41 00 Demolition 08-17
02 82 11 Traditional Asbestos Abatement 04-19
02 83 33.13 Lead-Based Paint Removal and Disposal 08-16
DIVISION 03 – CONCRETE
03 30 00 Cast-in-Place Concrete 07-19
DIVISION 04 – MASONRY
04 05 13 Masonry Mortaring 10-17
04 05 16 Masonry Grouting 02-16
04 20 00 Unit Masonry 08-17
DIVISION 05 – METALS
05 12 00 Structural Steel Framing 11-18
05 31 00 Steel Decking 02-16
05 36 00 Composite Metal Decking 10-15
05 40 00 Cold-Formed Metal Framing 05-16
05 50 00 Metal Fabrications 08-18
00 01 10 - 2
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
06 10 00 Rough Carpentry 10-17
06 16 63 Cementitious Sheathing 02-16
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 11 13 Bituminous Dampproofing 02-16
07 12 00 Built-Up Bituminous Waterproofing 09-11
07 13 00 Sheet Waterproofing 04-13
07 13 52 Modified Bituminous Sheet Waterproofing 08-16
07 21 13 Thermal Insulation 10-17
07 22 00 Roof and Deck Insulation 02-16
07 27 27 Fluid-Applied Membrane Air Barrier, Vapor Retarding 02-16
07 54 23 Thermoplastic Polyolefin (TPO) Roofing 08-16
07 60 00 Flashing and Sheet Metal 07-14
07 71 00 Roof Specialties 10-15
07 72 00 Roof Accessories 10-15
07 81 00 Applied Fireproofing 10-17
07 84 00 Firestopping 02-16
07 92 00 Joint Sealants 10-17
07 95 13 Expansion Joint Cover Assemblies 02-16
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Doors and Frames 08-16
08 14 00 Interior Wood Doors 02-16
08 17 10 Integrated Door Assemblies 02-16
08 31 13 Access Doors and Frames 02-16
08 34 53 Security Doors and Frames 05-15
08 41 13 Aluminum-Framed Entrances and Storefronts 08-16
08 56 53 Blast Resistant Windows 02-16
08 63 00 Metal Framed Skylights 10-15
08 71 00 Door Hardware 08-19
08 71 13 Automatic Door Operators 02-16
08 71 13.11 Low Energy Power Assist Door Operators 08-16
08 80 00 Glazing 10-15
08 90 00 Louvers and Vents 05-15
DIVISION 09 – FINISHES
09 05 16 Subsurface Preparation for Floor Finishes 02-15
09 22 16 Non-Structural Metal Framing 06-18
09 29 00 Gypsum Board 06-18
09 30 13 Ceramic/Porcelain Tiling 09-15
09 51 00 Acoustical Ceilings 12-18
09 65 13 Resilient Base and Accessories 02-16
09 65 16 Resilient Sheet Flooring 05-18
09 65 19 Resilient Tile Flooring 05-18
09 67 23.20 Resinous Epoxy Base With Vinyl Chip Broadcast (RES 2) 07-14
09 91 00 Painting 01-16
00 01 10 - 3
DIVISION 10 – SPECIALTIES
10 14 00 Signage 10-15
10 21 23 Cubicle Curtain Tracks 05-15
10 25 13 Patient Bed Service Walls 08-18
10 26 00 Wall and Door Protection 10-15
10 28 00 Toilet, Bath, and Laundry Accessories 02-16
10 44 13 Fire Extinguisher Cabinets 08-18
DIVISION 11 – EQUIPMENT
11 05 12 General Motor Requirements for Equipment 11-11
11 17 36 Package Transfer Units 02-13
11 73 00 Ceiling Mounted Patient Lift System 01-17
DIVISION 12 – FURNISHINGS
12 24 00 Window Shades 08-17
12 31 00 Manufactured Metal Casework 05-15
12 32 00 Manufactured Wood Casework 09-15
12 36 00 Countertops 12-18
DIVISION 13 - SPECIAL CONSTRUCTION
13 05 41 Seismic Restraint Requirements for Non-Structural
Components
01-14
DIVISION 14– CONVEYING EQUIPEMENT – NOT USED
DIVISION 21- FIRE SUPPRESSION
21 08 00 Commissioning of Fire Suppression System 11-16
21 13 13 Wet-Pipe Sprinkler Systems 06-15
DIVISION 22 – PLUMBING
22 05 11 Common Work Results for Plumbing 07-16
22 05 12 General Motor Requirements for Plumbing Equipment 09-15
22 05 19 Meters and Gages for Plumbing Piping 09-15
22 05 23 General-Duty Valves for Plumbing Piping 09-15
22 07 11 Plumbing Insulation 09-19
22 08 00 Commissioning of Plumbing Systems 11-16
22 11 00 Facility Water Distribution 09-15
22 13 00 Facility Sanitary and Vent Piping 09-15
22 14 00 Facility Storm Drainage 09-15
22 40 00 Plumbing Fixtures 09-15
22 62 00 Vacuum Systems for Laboratory and Healthcare Facilities 09-15
22 63 00 Gas Systems for Laboratory and Healthcare Facilities 09-15
DIVISION 23 – HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
00 01 10 - 4
23 05 11 Common Work Results for HVAC 02-20
23 05 12 General Motor Requirements for HVAC and Steam
Generation Equipment
02-20
23 05 41 Noise and Vibration Control for HVAC Piping and
Equipment
02-20
23 05 93 Testing, Adjusting, and Balancing for HVAC 02-15
23 07 11 HVAC and Boiler Plant Insulation 02-20
23 08 00 Commissioning of HVAC Systems 02-20
23 09 23 Direct-Digital Control System for HVAC 09-11
23 21 13 Hydronic Piping 02-20
23 21 23 Hydronic Pumps 02-20
23 22 13 Steam and Condensate Heating Piping 02-20 23 22 23 Steam Condensate Pumps 04-20
23 23 00 Refrigerant Piping 02-20
23 25 00 HVAC Water Treatment 02-20
23 31 00 HVAC Ducts and Casings 02-20
23 34 00 HVAC Fans 02-20
23 36 00 Air Terminal Units 02-20
23 37 00 Air Outlets and Inlets 02-20
23 40 00 HVAC Air Cleaning Devices 03-20
23 64 00 Packaged Water Chillers 03-20
23 65 00 Cooling Towers 03-20
23 73 00 Indoor Central-Station Air-Handling Units 03-20
23 81 00 Decentralized Unitary HVAC Equipment 03-20
23 82 16 Air Coils 03-20
DIVISION 25 – INTEGRATED AUTOMATION – NOT USED
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 05 41 Underground Electrical Construction 01-17
26 05 73 Overcurrent Protective Device Coordination Study 01-18
26 08 00 Commissioning of Electrical Systems 11-16
26 09 23 Lighting Controls 01-18
26 22 00 Low-Voltage Transformers 01-18
26 24 16 Panelboards 01-18
26 27 26 Wiring Devices 01-18
26 29 11 Motor Controllers 01-18
26 29 21 Enclosed Switches and Circuit Breakers 01-17
26 36 23 Automatic Transfer Switches 01-17
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 09-19
27 05 26 Grounding and Bonding for Communications Systems 06-15
00 01 10 - 5
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
27 11 00 Communications Equipment Room Fittings 06-15
27 15 00 Communications Structured Cabling 01-16
27 52 23 Nurse Call and Code Blue Systems 10-18
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 08 00 Commissioning of Electronic Safety and Security Systems 11-16
28 13 00 Physical Access Control System 10-11
28 16 00 Intrusion Detection System 10-11
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 23 19 Dewatering 10-12
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 05 23 Cement and Concrete for Exterior Improvements 08-16
32 12 16 Asphalt Paving 09-15
32 14 16 Brick Unit Paving 08-16
32 84 00 Planting Irrigation 08-16
32 90 00 Planting 08-16
DIVISION 33 – UTILITIES
33 08 00 Commissioning of Site Utility Systems 11-16
33 40 00 Storm Sewer Utilities 12-17
33 46 13 Foundation Drainage 10-11
DIVISION 34 – TRANSPORTATION – NOT USED
DIVISION 48 – Electrical Power Generation: NOT USED
Reference Documents Volume
Report of Geotechnical Exploration
Asbestos and Lead-Based Paint Survey (with May 2020
Update)
Modular Furniture Information – Nurse Desk Product Data
Modular Furniture Information – Office Product Data
Modular Furniture Information – Product List
Section 00 01 13
PROJECT SEALS PAGE
PROJECT:
Construct Building 7 Spinal Cord Injury Outpatient Addition North Department of Veterans Affairs Memphis, TN
RELEASE DATE:
Bid Documents: October 13, 2020
OWNER:
US Department of Veterans Affairs
ARCHITECT:
Jonathan Carr, AIA, NCARB, CDT Harrell Design Group, PC 8016 Tower Point Drive Charlotte, North Carolina 28227 Phone: 704-814-1320
MECHANICAL:
Brad W. Bumgarner, PE, LEED AP Harrell Design Group, PC 8016 Tower Point Drive Charlotte, NC 28227 704-814-1320
ELECTRICAL ENGINEER:
John G. Ross, PE Harrell Design Group, PC 8016 Tower Point Drive Charlotte, North Carolina 28227 Phone: 704-814-1320
STRUCTURAL ENGINEER:
Kirsten Baldwin, PE, SE Laurene, Rickher, & Sorrell, PC 8701 Red Oak Boulevard, Suite 500 Charlotte, North Carolina 28217 Phone: 704-522-0495
CIVIL ENGINEER:
Ashley Bice, PE Development Consultants, Inc.
2200 North Rodney Parham Road, Suite 220 Little Rock, AR 72212 Phone: 501-221-7880
- - E N D - - -
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 COVER SHEET
GI002 EQUIPMENT MOUNTING LEGEND
GI003 ACCESSIBILITY LEGEND
GI101 FIRST FLOOR LIFE SAFETY PLAN
GI102 SECOND FLOOR LIFE SAFETY PLAN
GI501 PROJECT-WIDE PARTITION TYPES AND STANDARD
DETAILS
GI502 PROJECT-WIDE PARTITIONS AND STANDARD DETAILS
GI503 UL ASSEMBLIES
GENERAL CONDITIONS
GC100 FIRST FLOOR ICRA PLAN
GC101 SECOND FLOOR ICRA PLAN
GC121 FIRST FLOOR PHASING PLAN
GC122 SECOND FLOOR PHASING PLAN
LS 7-1 BUILDING 7 FIRST FLOOR
LS 7-2 BUILDING 7 SECOND FLOOR
SURVEY
V101 SURVEY
HAZARDOUS
HA101 FIRST FLOOR HAZARDOUS ABATEMENT PLAN
HA102 SECOND FLOOR HAZARDOUS ABATEMENT PLAN
HA103 HAZARDOUS LEAD ABATEMENT FIRST FLOOR
HA104 HAZARDOUS LEAD ABATEMENT SECOND FLOOR
CIVIL
CD101 CIVIL DEMOLITION PLAN
00 01 15 - 2
CS101 CIVIL SITE PLAN
CG101 CIVIL GRADING & DRAINAGE PLAN
CG102 CIVIL EROSION CONTROL PLAN
CS501 CIVIL DETAILS
LS101 LANDSCAPE PLAN
STRUCTURAL
SS001 GENERAL NOTES
SS002 GENERAL NOTES
SS003 TYPICAL DETAILS
SS004 TYPICAL DETAILS
SS005 TYPICAL DETAILS
SS006 SCHEDULES & DETAILS
SS101 FOUNDATION FLOOR PLAN
SS102 SECOND FLOOR FRAMING PLAN
SS103 ROOF FRAMING PLAN
SS104 NEW COOLING TOWER
SS301 FOUNDATION SECTIONS AND DETAILS
SS302 FOUNDATION SECTIONS AND DETAILS
SS401 FRAMING SECTIONS AND DETAILS
SS501 SPECIAL MOMENT FRAME & RBS DETAILS
ARCHITECTURAL
AE020 FIRST FLOOR PLAN – ALTERNATE 3
AD021 FIRST FLOOR DEMOLITION PLAN – ALTERNATE 4
AE021 FIRST FLOOR PLAN – ALTERNATE 4
AS101 ARCHITECTURAL SITE PLAN
AI001 NOTES AND LEGENDS
AI002 ARCHITECTURAL ABBREVIATIONS
AD051 FIRST FLOOR DEMOLITION PLAN
AD052 SECOND FLOOR DEMOLITION PLAN
AE101 FIRST FLOOR PLAN
AE101A FIRST FLOOR – DIMENSION AND WALL TYPES PLAN
AE102 SECOND FLOOR PLAN
AE102A SECOND FLOOR - DIMENSION AND WALL TYPES PLAN
AE111 FIRST FLOOR REFLECTED CEILING PLAN
AE112 SECOND FLOOR REFLECTED CEILING PLAN
00 01 15 - 3
AE120 ROOF PLAN
AE121 NEW COOLING TOWER PLAN AND MISCELLANEOUS
DETAILS
AE201 EXTERIOR ELEVATIONS
AE300 BUILDING SECTIONS
AE302 WALL SECTIONS
AE303 WALL SECTIONS
AE310 EXTERIOR DETAILS AND EXPANSION JOINTS
AE400 ENLARGED PLAN – TYPICALS
AE401 INTERIOR ELEVATIONS – TYPICALS
AE402 INTERIOR ELEVATIONS
AE403 ENLARGED PLAN – TYPICALS
AE411 3D VIEWS – INTERIORS
AE412 3D VIEWS – INTERIORS
AE501 MISCELLANEOUS DETAILS
AE511 INTERIOR DETAILS
AE512 INTERIOR DETAILS
AE514 CASEWORK PLANS & ANCHORAGE DETAIL, AND VENDOR
FURNITURE
AE515 CASEWORK DETAILS
AE601 DOOR SCHEDULE AND DETAILS
AE602 EXTERIOR WINDOW TYPES, LOUVER AND DETAILS
AE603 INTERIOR WINDOW TYPES & DETAILS
INTERIORS
AF100 PARTIAL FIRST FLOOR FINISH PLAN
AF101 PARTIAL FIRST FLOOR FINISH PLAN - ALTERNATE 3
AF102 PARTIAL FIRST FLOOR FINISH PLAN – ALTERNATE 4
AF103 PARTIAL SECOND FLOOR FINISH PLAN
AF500 THRESHOLD DETAILS
AF501 WALL PROTECTION/SIGNAGE TYPES
AF502 EVACUATION PLAN SIGNAGE
AF601 INTERIOR FINISH SCHEDULE
AF602 INTERIOR MATERIALS LEGEND
EQUIPMENT
QH100 FIRST FLOOR ENLARGED EQUIPMENT PLAN – NORTH
00 01 15 - 4
QH101 FIRST FLOOR ENLARGED EQUIPMENT PLAN – SOUTH
QH102 SECOND FLOOR EQUIPMENT PLAN – NORTH
QH103 SECOND FLOOR ENLARGED PLAN – SOUTH
QH601 EQUIPMENT SCHEDULES
FIRE ALARM
FA001 GENERAL NOTES AND SCHEDULES
FA101 FIRST FLOOR – FIRE ALARM PLAN
FA102 SECOND FLOOR – FIRE ALARM PLAN
FIRE PROTECTION
FX020 FIRST FLOOR – DEDUCT ALTERNATE 3 – FIRE
PROTECTION
FX021 FIRST FLOOR – DEDUCT ALTERNATE 4 – FIRE
PROTECTION
FX001 GENERAL NOTES & LEGENDS
FD101 FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN
FD102 SECOND FLOOR FIRE PROTECTION DEMOLITION PLAN
FX101 FIRST FLOOR FIRE PROTECTION PLAN
FX102 SECOND FLOOR FIRE PROTECTION PLAN
FX501 FIRE PROTECTION DETAILS
PLUMBING
PG021 FIRST FLOOR – DEDUCT ALTERNATE 4 – MED GAS
PL021 FIRST FLOOR – DEDUCT ALTERNATE 4 – DOMESTIC
WATER
PL001 LEGENDS, ABBREVIATIONS, SCHEDULES, AND GENERAL
NOTES
PL020 FIRST FLOOR PLAN – DEDUCT ALTERNATE 3 –
DOMESTICE WATER
PD051 FIRST FLOOR DOMESTIC WATER DEMOLITION PLAN
PD052 SECOND FLOOR DOMESTIC WATER DEMOLITION PLAN
PD053 FIRST FLOOR SANITARY SEWER & STORM DEMOLITION
PLAN
PD054 SECOND FLOOR SANITARY SEWER & STORM DEMOLITION
00 01 15 - 5
PLAN
PD055 FIRST FLOOR MED GAS DEMOLITION PLAN
PD056 SECOND FLOOR MED GAS DEMOLITION PLAN
PL101 FIRST FLOOR DOMESTIC WATER PLAN
PL102 SECOND FLOOR DOMESTIC WATER PLAN
PL103 FIRST FLOOR SANITARY SEWER & STORM PLAN
PL104 SECOND FLOOR SNAITARY SEWER & STORM PLAN
PL105 PLUMBING ROOF PLAN
PL501 PLUMBING DETAILS
PL701 DOMESTIC WATER ISOMETRIC
PG101 FIRST FLOOR MED GAS PLAN
PG102 SECOND FLOOR MED GAS PLAN
MECHANICAL
MH001 LEGENDS, ABREVIATIONS, AND GENERAL NOTES
MH020 FIRST FLOOR DUCTWORK PLAN – DEDUCT ALTERNATE 3
MH021 FIRST FLOOR DUCTWORK PLAN – DEDUCT ALTERNATE 4
MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN
MD102 SECOND FLOOR MECHANICAL DEMOLITION PLAN
MD103 FIRST FLOOR MECHANICAL PIPING DEMOLITION PLAN
MD104 SECOND FLOOR MECHANICAL PIPING DEMOLITION PLAN
MH101 FIRST FLOOR DUCTWORK PLAN
MH102 SECOND FLOOR DUCTWORK PLAN
MH103 ROOF MECHANICAL PLAN
MP100 OVERALL PIPE BASEMENT PIPING PLAN
MP101 FIRST FLOOR PIPING PLAN
MP102 SECOND FLOOR PIPING PLAN
MH301 SECTIONS & ELEVATIONS
MH401 ENLARGED MECHANICAL ROOM PLANS AND SECTIONS
MH402 ENLARGED MECHANICAL ROOM PLANS
MH501 DETAILS
MH502 DETAILS
MH503 DETAILS
MH504 DETAILS
MH601 SCHEDULES
MH602 SCHEDULES
MI701 CONTROLS SCHEMATICS
00 01 15 - 6
MI702 CONTROLS SCHEMATICS & CONTROL POINTS
MI703 CONTROL POINTS
ELECTRICAL
EG001 GENERAL NOTES AND SCHEDULES
EG020 FIRST FLOOR – ALTERNATE 3 – ELECTRICAL PLAN
EG021 FIRST FLOOR – ALTERNATE 4 – ELECTRICAL PLAN
ES101 ELECTRICAL SITE PLAN
ED101 FIRST FLOOR DEMOLITION PLAN
ED102 SECOND FLOOR DEMOLITION PLAN
EE100 BUILDING 7 PIPE BASEMENT FLOOR PLAN –
ELECTRICAL
EE101 FIRST FLOOR PLAN – ELECTRICAL
EL101 FIRST FLOOR – LIGHTING PLAN
EL102 SECOND FLOOR – LIGHTING PLAN
EP001 PIPE BASEMENT – POWER PLAN
EP101 FIRST FLOOR – POWER PLAN
EP102 SECOND FLOOR – POWER PLAN
EP103 ROOF – POWER PLAN
EY101 FIRST FLOOR – SYSTEMS PLAN
EY102 SECOND FLOOR – SYSTEMS PLAN
EE500 ELECTRICAL DETAILS
EE501 ELECTRICAL DETAILS
EE600 RISER DIAGRAM
EE700 PANEL SCHEDULES
EE701 PANEL SCHEDULES
EE702 EQUIPMENT CONNECTION SCHEDULE
- - - END - - -
01 00 00 - 1
SECTION 01 00 00
GENERAL REQUIREMENTS
1.1 SAFETY REQUIREMENTS
Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.
1.2 GENERAL INTENTION
A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work to renovate approximately 9,850 square feet in existing building 7 and provide a two-story, 8,000 building gross square feet (bgsf) addition (4,000 bgsf per floor) at the Memphis VA medical center in Memphis, TN. work includes new chiller and cooling tower, delivery of new heating, ventilation, air-conditioning (HVAC), and electrical utilities via pipe basement, and asbestos / lead-based abatement.
B. Work requires coordination with occupied operations in spaces alongside, above, and below the project area, to modify and/or install new engineering systems. HVAC systems receive replacement and rebalancing. Electrical branches are separated per NEC and new electrical panels installed. Demolition and renovation involves new pharmacy suite, spinal cord injury outpatient department, simulation lab, Paralyzed Veterans of America offices, exam rooms, procedure room, meds rooms, storage, nurse stations, lighting, ceiling, floors, doors and hardware, interior finishes, nurse call system, mechanical, electrical, plumbing, and other features not described herein, but denoted in drawings and specifications.
C. The contractor must furnish all management, supervision, labor, material, equipment, tools, supplies, parts, and related services, in accordance with drawings, and specifications to be a complete and working system. Electronic copies of drawings and specifications of this work will be furnished by VA upon Contractor's written request to the CONTRACTING OFFICER (CO) or Contracting Officer's Representative.
Copies of drawings and specifications are contractor's responsibility and expense. Contractor is responsible to verify existing and new dimensions, locations, measurements, and quantities. This project is
01 00 00 - 2 located on the Main Campus of the Memphis VA Medical Center at 1030
Jefferson Ave, Memphis, TN. as required by drawings and specifications.
D. Visits to the site by Bidders may be made only by appointment with the
Medical Center Engineering Officer.
E. Offices of Harrell Design Group, PC, 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.
F. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection. Such prior notice shall be not less than three work days unless otherwise designated by the COR.
G. 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, NEW CONSTRUCTION AND RENOVATION: Work includes general construction, alterations, roads, walks, grading, drainage, necessary removal of existing structures and construction and certain other items. Construction duration is 540 consecutive calendar days, including holidays and weekends.
B. ALTERNATE NO.1: REMOVE BASE BID, SKYLIGHT AND ASSOCIATED WORK. See
Sheet AE103 for information.
C. ALTERNATE NO. 2: REMOVE BASE BID, MODULAR FURNITURE AND ASSOCIATED
WORK. See Sheets AE102, AE400, and AE514 for information.
D. ALTERNATE NO. 3: CONSTRUCT SHELL SPACE IN FIRST FLOOR SCID
ADMINISTRATIVE OFFICE SUITE. See series XX-020 drawing numbers and elsewhere as referenced within the construction documents.
01 00 00 - 3
E. ALTERNATE NO. 4: CONSTRUCT SHELL SPACE IN NEW CONSTRUCTION FIRST FLOOR
SIM LAB. MAINTAIN EXISTING SIM LAB IN EXISTING FIRST FLOOR EXCEPT
CONSTRUCT NEW IT ROOM 1F126 AND ELECTRICAL ROOM 1F127. See series XX-
021 drawing numbers and elsewhere as referenced within the construction documents.
1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
A. Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at Contractor's expense.
1.5 CONSTRUCTION SECURITY REQUIREMENTS
A. Security Plan:
1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.
2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.
B. Security Procedures:
1. General Contractor’s employees shall not enter the project site without appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site.
2. Before starting work the General Contractor shall give one week’s notice to the Contracting Officer so that escort arrangements can be provided for the employees. This notice is separate from any notices required for utility shutdown described later in this section.
3. No photography of VA premises is allowed without written permission of the Contracting Officer.
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. Guards:
01 00 00 - 4
1. The General Contractor shall provide secure doors and gates at the project site 24 hours a days, 7 days a week.
2. The Contractor shall provide their assigned security personnel and
VA police with communication devices as directed.
3. The general Contractor shall install equipment for recording guard rounds to ensure systematic checking of the premises.
D. Key Control:
1. The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative COR/for the purpose of security inspections of every area of project including tool boxes and parked machines and take any emergency action.
2. The General Contractor shall turn over all permanent lock cylinders to the VA locksmith for permanent installation. See Section 08 71
00, DOOR HARDWARE and coordinate.
E. Document Control:
1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of
“sensitive information”.
2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.
3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.
Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the Contracting Officer upon request.
4. These security documents shall not be removed or transmitted from the project site without the written approval of Contracting
Officer.
5. All paper waste or electronic media such as CD’s and diskettes shall be shredded and destroyed in a manner acceptable to the VA.
01 00 00 - 5
6. Notify Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.
7. All electronic information shall be stored in specified location following VA standards and procedures using an Engineering Document
Management Software (EDMS).
a. Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the
EDMS system.
b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.
F. Motor Vehicle Restrictions
1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.
2. A limited number of (2 to 5) permits shall be issued for General
Contractor and its employees for parking in designated areas only.
1.6 OPERATIONS AND STORAGE AREAS
A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the
Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.
B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the
Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the
Contractor and shall be removed by the Contractor at its expense upon completion of the work. With the written consent of the Contracting
Officer, the buildings and utilities may be abandoned and need not be removed.
01 00 00 - 6
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 determined by the COR.
E. Workers are subject to rules of Medical Center applicable to their conduct.
F. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the building structure, are not permitted in buildings that are occupied, during construction, jointly by patients or medical personnel, and Contractor's personnel, except as permitted by COR where required by limited working space.
1. Do not store materials and equipment in other than assigned areas.
2. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by Department of
Veterans Affairs in quantities sufficient for not more than two work days. Provide unobstructed access to Medical Center areas required to remain in operation.
3. Where access by Medical Center personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements.
G. Phasing:
01 00 00 - 7
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 dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof.
H. Building No. 7 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.
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.
01 00 00 - 8
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 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.
K. Utilities Services: Maintain existing utility services for Medical
Center at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services.
Where necessary to cut existing water, steam, gases, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), 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. 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.
01 00 00 - 9
2. Contractor shall submit a request to interrupt any such services to
COR, in writing, 7 days in advance of proposed interruption. Request shall state reason, date, exact time of, and approximate duration of such interruption.
3. Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of Medical Center. Interruption time approved by Medical Center may occur at other than Contractor's normal working hours.
4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the COR.
5. In case of a contract construction emergency, service will be interrupted on approval of COR. Such approval will be confirmed in writing as soon as practical.
6. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.
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. Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times with approval.
01 00 00 - 10
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. Coordination of Construction with Cemetery Director: The burial activities at a National Cemetery shall take precedence over construction activities. The Contractor must cooperate and coordinate with the Cemetery Director, through the COR, in arranging construction schedule to cause the least possible interference with cemetery activities in actual burial areas. Construction noise during the interment services shall not disturb the service. Trucks and workers shall not pass through the service area during this period:
1. The Contractor is required to discontinue his work sufficiently in advance of Easter Sunday, Mother's Day, Father's Day, Memorial Day, Veteran's Day and/or Federal holidays, to permit him to clean up all areas of operation adjacent to existing burial plots before these dates.
2. Cleaning up shall include the removal of all equipment, tools, materials and debris and leaving the areas in a clean, neat condition.
1.7 ALTERATIONS
A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR and a representative of VA Supply Service, of areas of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by both, 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.
01 00 00 - 11
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 COR and/or Supply Representative, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by
Contractor with new items in accordance with specifications which will be furnished by Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE
CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR 52.243-4 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.
01 00 00 - 12
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 as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by COR.
2. Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center.
3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.
1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND
IMPROVEMENTS
A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.
01 00 00 - 13
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)
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. Refer to FAR clause 52.236-7, "Permits and Responsibilities," which is included in General Conditions. A National Pollutant Discharge
Elimination System (NPDES) permit is required for this project. The
Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. VA will make the permit application available at the (appropriate medical center) office. The apparent low bidder, contractor and affected subcontractors shall furnish all information and certifications that are required to comply with the permit process and permit requirements.
Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the
Contractor's method of operations and operations planning and the
Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:
- Designating areas for equipment maintenance and repair;
- Providing waste receptacles at convenient locations and provide regular collection of waste;
01 00 00 - 14
- Locating equipment wash down areas on site, and provide appropriate control of wash-waters;
- Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and
- Providing adequately maintained sanitary facilities.
1.10 RESTORATION
A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the
COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.
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).
1.11 PHYSICAL DATA
A. Data and information furnished or referred to below is for the
Contractor's information. The Government shall not be responsible for
01 00 00 - 15 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 S&ME, Inc.
(FAR 52.236-4)
B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration are shown diagrammatically on drawings.
C. A copy of the soil report will be made available for inspection by bidders upon request to the Engineering Officer at the VA Medical
Center, and shall be considered part of the contract documents.
D. Government does not guarantee that other materials will not be encountered, nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine site of work and logs of borings; and, after investigation, decide for themselves character of materials and make their bids accordingly. Upon proper application to Department of
Veterans Affairs, bidders will be permitted to make subsurface explorations of their own at site.
1.12 PROFESSIONAL SURVEYING SERVICES
A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections.
The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.
1.13 LAYOUT OF WORK
A. The Contractor shall lay out the work from Government established base lines and bench marks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The
Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established
01 00 00 - 16 or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them.
If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.
(FAR 52.236-17)
B. Establish and plainly mark center lines for each building and corner of column lines and/or addition to each existing building, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, sidewalks, ramps, and planters 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 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 also 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.
01 00 00 - 17
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.
5. Lines of elevations of all swales and interment areas.
6. Lines and elevations of roads, streets and existing parking lots.
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. 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".
1.14 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…
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