Attachment 1 SPECIFICATIONS 636-804 (20.12) Spec Vol l_Addendum 2 122123.pdf
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- Solicitation number
- 36C77623R0138
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This document outlines specifications for a minor construction project to relocate women's health and specialty clinics at a VA medical center in Iowa City. Key details include relocating the clinics from Building 1 to Building 50, with selective demolition, prefabricated exterior wall panels, alterations, and work in divisions including concrete, carpentry, casework, roofing, doors and windows, signs, and mechanical, plumbing and electrical systems. The project number is 636-804 and has a period of performance of 630 calendar days from notice to proceed. The soliciting agency is the Department of Veterans Affairs Technology Acquisition Center in Austin.
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Department of Veterans Affairs Iowa City VA Healthcare System
Iowa City, Iowa
Project Number 636-804
(VEG 20.12)
RELOCATE WOMEN’S HEALTH
CLINIC & SPECIALTY SERVICES TO
BUILDING 50
Technical Specifications
100% Documents Submittal
Volume 1:Divisions 0-14
December 19, 2022
750 W. HAMPDEN AVE. #300
ENGLEWOOD, CO 80110
Ph (720) 550-6307
SRupp Text Box
REVISION: A2 - ADDENDUM 2 - 10/12/2023
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12-01-20
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DEPARTMENT OF VETERANS AFFAIRS
MODIFICATION to
Relocate Women’s Health & Specialty Clinics
At the Iowa City VA Health Care System
SPECIFICATIONS
Project Number 636-804
(VEG 20.12)
TABLE OF CONTENTS
Section 00 01 10
SECTION NO. DIVISION AND SECTION TITLES DATE
DIVISION 00 - SPECIAL SECTIONS
00 01 15 List of Drawing Sheets 05-20
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 General Requirements 03-20
01 32 16.15 Project Schedules 11-21
01 33 23 Shop Drawings, Product Data, and Samples 05-17
01 35 26 Safety Requirements 07-20
01 42 19 Reference Standards 11-20
01 45 29 Testing Laboratory Services 11-18
01 45 35 Special Inspections 03-19
01 57 19 Temporary Environmental Controls 01-11
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 41 00 Demolition 08-17
DIVISION 03 – CONCRETE
03 30 00 Cast-in-Place Concrete 07-19
DIVISION 04 – MASONRY
04 01 00 Maintenance of Masonry 02-16
04 05 13 Masonry Mortaring 10-17
DIVISION 05 – METALS
05 12 00 Structural Steel Framing 11-18
05 36 00 Composite and Metal Decking 01-21
05 50 00 Metal Fabrications 08-18
05 51 00 Metal Stairs 10-21
05 51 50 Metal Ladders 08-18
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
06 10 00 Rough Carpentry 10-17
Iowa City VA Medical Center Relocate Women's Health Clinic & Specialty Clinics
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Project No 636-804
00 01 10 - 2
06 61 16 Solid Surfacing Fabrications
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 18 13 Pedestrian Traffic Coatings 01-21
07 21 13 Thermal Insulation 10-17
07 22 00 Roof and Deck Insulation 02-16
07 24 00 Exterior Insulation and Finish Systems 02-16
07 40 00 Roofing and Siding Panels 10-15
07 42 63 Pre-Fabricated Exterior Stud Wall Panel Assemblies
07 54 23 Thermoplastic Polyolefin (TPO) Roofing 08-16
07 60 00 Flashing and Sheet Metal 09-18
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
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Doors and Frames 08-16
08 12 16 Aluminum Frames
08 14 00 Interior Wood Doors 02-16
08 34 00 Special Function Doors
08 41 13 Aluminum-Framed Entrances and Storefronts 08-16
08 44 13 Glazed Aluminum Curtain Walls 04-20
08 71 00 Door Hardware 04-20
08 71 13 Automatic Door Operators 02-16
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 04-20
09 30 00 Sheet Membrane Waterproofing and Crack Isolation
09 30 13 Ceramic/Porcelain Tiling 10-15
09 51 00 Acoustical Ceilings 12-18
09 65 13 Resilient Floor, Base and Accessories 02-16
09 65 19 Resilient Plank Flooring 05-18
09 68 00 Carpet Tile 10-15
09 91 00 Painting 01-16
DIVISION 10 – SPECIALTIES
10 14 00 Signage 10-15
10 21 23 Cubicle Curtain Tracks 05-15
10 26 00 Wall and Door Protection 10-15
10 28 00 Toilet & Housekeeping Accessories 02-16
10 44 13 Fire Extinguisher Cabinets 08-18
10 51 00 Lockers
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DIVISION 11 – EQUIPMENT
11 24 23 Suspended Maintenance and Fall Protection Equipment
DIVISION 12 – FURNISHINGS
12 24 00 Window Shades 08-17
12 32 00 Manufactured Wood Casework 01-21
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 – CONVEYING EQUIPEMENT
14 24 01 Activate Two (2) Future Hydraulic Elevator Landings
(Floors 3 and 4)
01-21
DIVISION 21 - FIRE SUPPRESSION
21 12 00 Manual Dry Standpipe Systems 06-15
21 13 13 Wet-Pipe Sprinkler Systems 06-15
DIVISION 22 – PLUMBING
22 05 11 Common Work Results for Plumbing 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 11-19
22 13 00 Facility Sanitary and Vent Piping 09-20
22 14 00 Facility Storm Drainage 09-15
22 40 00 Plumbing Fixtures 09-15
DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING
(HVAC)
23 05 11 Common Work Results for HVAC 02-20
23 05 12 General Motor Requirements for HVAC and Steam Generation
Equipment
02-20
23 05 41 Noise and Vibration Control for HVAC Piping and
Equipment
02-20
23 05 93 Testing, Adjusting, and Balancing for HVAC 02-20
23 07 11 HVAC and Boiler Plant Insulation 02-20
23 08 00 Commissioning of HVAC Systems 02-20
23 09 23 Direct-Digital Control System for HVAC 09-11
23 21 13 Hydronic Piping 02-20
23 22 13 Steam and Condensate Heating Piping 02-20
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 73 00 Indoor Central-Station Air-Handling Units 03-20
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23 82 00 Convection Heating and Cooling Units 03-20
23 82 16 Air Coils 03-20
DIVISION 25 – INTEGRATED AUTOMATION
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 73 Overcurrent Protective Device Coordination Study 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 43 13 Surge Protective Devices 01-17
26 51 00 Interior Lighting 01-18
26 55 71 Medical and Surgical Lighting Fixtures 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 41 31 Master Antenna Television Equipment and Systems 06-15
27 51 16 Public Address and Mass Notification Systems 10-18
27 52 23 Nurse Call and Code Blue Systems 12-20
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 05 00 Common Work Results for Electronic Safety and Security 04-18
28 13 00 Physical Access Control System 10-11
28 23 00 Video Surveillance 09-11
28 31 00 Fire Detection and Alarm 10-11
DIVISION 31 – EARTHWORK
DIVISION 32 – EXTERIOR IMPROVEMENTS
DIVISION 33 – UTILITIES
33 40 00 Storm Sewer Utilities 12-17
DIVISION 34 – TRANSPORTATION
DIVISION 48 – Electrical Power Generation
Iowa City VA Medical Center Relocate Women's Health Clinic & Specialty Clinics
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SECTION 00 01 15
LIST OF DRAWING SHEETS
The drawings listed below accompanying this specification form a part of the contract.
SHEET NUMBER SHEET NAME
GENERAL
GI001 COVER
GI002 GENERAL INFORMATION & ABBREVIATIONS
GI003
ACCESSIBILITY STANDARDS & TYP MOUNTING
HEIGHTS
GI005 LEVEL 3 DEPARTMENTAL ALLOCATION PLAN
GI006 LEVEL 4 DEPARTMENTAL ALLOCATION PLAN
GI010 CODE DATA
GI110 LOWER-LEVEL LIFE SAFETY PLAN
GI111 LEVEL 1 LIFE SAFETY PLAN
GI112 LEVEL 2 LIFE SAFETY PLAN
GI113 LEVEL 3 LIFE SAFETY PLAN
GI114 LEVEL 4 LIFE SAFETY PLAN
GI210 FIRE-RESISTANCE RATING DIAGRAMS
GC001 CONSTRUCTION LOGISTICS/STAGING & SITE PLAN
GC002 CONSTRUCTION PHASING PLANS
GC211 PANELIZATION LAYOUT
GC212 PANELIZATION LAYOUT
CIVIL
CU101 CIVIL - ROOF DRAINAGE PLAN
STRUCTURAL
S-001 STRUCTURAL SYMBOLS AND ABBREVIATIONS
S-002 STRUCTURAL GENERAL NOTES
S-003 STRUCTURAL DESIGN LOAD DATA
SF113 STRUCTURAL FRAMING LEVEL 3 EXISTING PLAN
SF114 STRUCTURAL FRAMING LEVEL 4 PLAN
SF115 STRUCTURAL FRAMING ROOF PLAN
SF201 STRUCTURAL LATERAL FRAME ELEVATIONS
S-501 STRUCTURAL DETAILS
S-502 STRUCTURAL DETAILS
S-503 STRUCTURAL STAIR DETAILS
S-504 STRUCTURAL DETAILS
S-601 STRUCTURAL SCHEDULES
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ARCHITECTURAL
AD111 LEVELS 1 & 2 ROOF DRAIN PLAN DEMOLITION
AD121 LEVEL 2 REFLECTED CEILING DEMOLITION PLAN
AD131 EXISTING ROOF LEVEL DEMOLITION PLAN
AD211 EXTERIOR ELEVATIONS DEMOLITION
AD511 DEMOLITION DETAILS
A-103 FLOOR PLAN - LEVEL 3 - DIMENSIONAL
A-104 FLOOR PLAN - LEVEL 4 - DIMENSIONAL
A-113 FLOOR PLAN - LEVEL 3 - ANNOTATION
A-114 FLOOR PLAN - LEVEL 4 - ANNOTATION
A-123 REFLECTED CEILING PLAN - LEVEL 3
A-124 REFLECTED CEILING PLAN - LEVEL 4
A-131 ROOF PLAN
A-153 FIXTURES, FURNITURE & EQUIPMENT - LEVEL 3
A-154 FIXTURES, FURNITURE & EQUIPMENT - LEVEL 4
A-211 EXTERIOR ELEVATION - SOUTH & WEST
A-212 EXTERIOR ELEVATION - NORTH & EAST
A-311 BUILDING SECTIONS
A-321 WALL SECTIONS
A-411 ENLARGED FLOOR PLANS
A-431 ENLARGED PLANS & SECTIONS - STAIR 1
A-432 ENLARGED PLANS & SECTIONS - STAIR 2
A-433
ENLARGED PLANS, SECTIONS, & DETAILS -
ELEVATOR
A-511 EXTERIOR PLAN DETAILS - LEVELS 3 & 4
A-512 FLOOR PLAN DETAILS - LEVEL 3
A-513 FLOOR PLAN DETAILS - LEVEL 3
A-514 FLOOR PLAN DETAILS - LEVEL 4
A-521 CEILING DETAILS
A-530 STAIR AND GUARD DETAILS
A-540 EXTERIOR DETAILS
A-541 EXTERIOR DETAILS
A-555 ROOF DETAILS
A-611 WALL & PARTITION SCHEDULE
A-621 DOOR SCHEDULE
A-631 EXTERIOR WINDOW ELEVATIONS & SCHEDULE
A-632 LOUVER ELEVATIONS
A-633 INTERIOR WINDOW ELEVATIONS
A-634 INTERIOR WINDOW SCHEDULE & DETAILS
A-651 EQUIPMENT SCHEDULE
AI143 FINISH PLAN - LEVEL 3
AI144 FINISH PLAN - LEVEL 4
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AI163 SIGNAGE PLAN - LEVEL 3
AI164 SIGNAGE PLAN - LEVEL 4
AI221 INTERIOR ELEVATIONS - LEVEL 3
AI222 INTERIOR ELEVATIONS - LEVEL 3
AI223 INTERIOR ELEVATIONS - LEVEL 4
AI224 INTERIOR ELEVATIONS - LEVEL 4
AI411 ENLARGED PLANS - LEVEL 3
AI412 ENLARGED PLANS - LEVEL 4
AI431 CASEWORK SECTIONS
AI511 INTERIOR DETAILS
AI541 FLOOR FINISH DETAILS
AI631 SIGNAGE LEGEND
AI641 ROOM FINISH SCHEDULE
AI651 INTERIOR FINISH BOARD
FIRE ALARM
FA100 GENERAL NOTES FIRE ALARM
FA113 FIRE ALARM FLOOR PLAN - LEVEL 3
FA114 FIRE ALARM FLOOR PLAN - LEVEL 4
FIRE
PROTECTION
FX100 GENERAL NOTES FIRE PROTECTION
FX123 FIRE SPRINKLER CEILING PLAN - LEVEL 3
FX124 FIRE SPRINKLER CEILING PLAN - LEVEL 4
PLUMBING
P-001 PLUMBING ABBREVIATIONS, SYMBOLS, & LEGENDS
PP113 PLUMBING DOMESTIC LEVEL 3 FLOOR PLAN
PP114 PLUMBING DOMESTIC LEVEL 4 FLOOR PLAN
PW111 PLUMBING SANITARY LEVEL 1 FLOOR PLAN
PW112 PLUMBING SANITARY LEVEL 2 FLOOR PLAN
PW113 PLUMBING SANITARY LEVEL 3 FLOOR PLAN
PW114 PLUMBING SANITARY LEVEL 4 PLAN
PW115 PLUMBING SANITARY ROOF PLAN
P-601 PLUMBING SECTIONS, DETAILS, AND SCHEDULES
PP601 PLUMBING DOMESTIC RISER DIAGRAM
PW601 PLUMBING SANITARY RISER DIAGRAM
MECHANICAL
M-001 MECHANICAL GENERAL NOTES & ABBREVIATIONS
M-002 MECHANICAL LEGENDS & SYMBOLS
MD113 MECHANICAL ROOF DEMOLITION FLOOR PLAN
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MH113 MECHANICAL HVAC LEVEL 3 FLOOR PLAN
MH114 HVAC LEVEL 4 PLAN
MH115 HVAC ROOF PLAN
MP113 MECHANICAL PIPING LEVEL 3 FLOOR PLAN
MP114 PIPING LEVEL 4 PLAN
MP115 PIPING ROOF PLAN
M-301 MECHANICAL SECTIONS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-601 EQUIPMENT SCHEDULES
M-602 EQUIPMENT SCHEDULES
M-701 MECHANICAL FLOW DIAGRAMS
M-702 CONTROLS & INSTRUMENTATION DETAILS
M-703 CONTROLS & INSTRUMENTATION DETAILS
ELECTRICAL
E-001 ELECTRICAL SYMBOLS LEGEND
E-002 ELECTRICAL NOTES & ABBREVIATIONS
ED113
ELECTRICAL POWER LEVEL 2 ROOF DEMOLITION
PLAN
ED123 ELECTRICAL ROOF LIGHTING DEMOLITION PLAN
ED124
ELECTRICAL ROOF DEMOLITION LIGHTNING
PROTECTION PLAN
EL113 LIGHTING PLAN - LEVEL 3
EL114 LIGHTING PLAN - LEVEL 4
EL601 LIGHTING SCHEDULES
EP113 POWER PLAN - LEVEL 3
EP114 POWER PLAN - LEVEL 4
EP115 POWER PLAN - ROOF
EP601 ELECTRICAL SINGLE LINE DIAGRAM
EP602 GROUNDING RISER DIAGRAM
EP603 TELECOM ONE LINE DIAGRAMS
EP604 PANEL SCHEDULES
EP605 PANEL SCHEDULES
EP606 PANEL SCHEDULES
EP607 EQUIPMENT SCHEDULE
ET113 TELECOM PLAN - DATA PLAN - LEVEL 3
ET114 TELECOM PLAN - DATA PLAN - LEVEL 4
ET115 ENLARGED IT/COMM ROOMS
ET123 TELECOM PLAN - SECURITY PLAN - LEVEL 3
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ET124 TELECOM PLAN - SECURITY PLAN - LEVEL 4
ET133 TELECOM PLAN - NURSE CALL - LEVEL 3
ET134 TELECOM PLAN - NURSE CALL - LEVEL 4
EK501 TYPICAL DETAILS
EK502 TYPICAL DETAILS
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SECTION 01 00 00
GENERAL REQUIREMENTS
1.1 SAFETY REQUIREMENTS
A. Refer to section 01 35 26, SAFETY REQUIREMENTS for safety requirements.
B. Refer to VA solicitation document for Infection Control Requirements.
1.2 GENERAL INTENTION
A. Contractor shall completely prepare site for building operations, including selective demolition and removal of existing structures, and furnish labor and materials and perform work for Project No. 636-804:
Relocate Women’s Health Clinic & Specialty Services to Building 50 as required by drawings and specifications.
B. Visits to the site by Bidders may be made only by appointment with the
Contracting Officer’s Representative (COR).
C. Offices of Valhalla Engineering Group (VEG), 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. Contact with VEG shall be made through the
COR.
D. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection. Such prior notice shall be not less than three workdays unless otherwise designated by the COR.
E. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.
1.3 PHASES
Prior to proceeding with any work, the Contractor will submit a Phasing Plan for approval by the COR.
A possible phasing plan is within the drawings on Sheet GC002. The detailing is limited based on the recognition that the Contractor is responsible for
Iowa City VA Medical Center Relocate Women's Health Clinic & Specialty Clinics
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01 00 00 -2 all Means and Methods of construction. The Contractor shall in all situations maintain the existing and occupied portion of the building in weathertight condition and shall comply with all OSHA requirements and VA
Safety Policies. No disruption of VA operations shall be acceptable without prior approval and coordination with the COR and the VAMC site Director.
1.4 STATEMENT OF BID ITEM(S)
A. ITEM I, GENERAL CONSTRUCTION: Project No. 636-804: Relocate Women’s &
Specialty Clinics: Work includes general construction, selective demolition, prefabricated exterior wall panels (masonry, EIFS, & Metal siding), alterations, structural steel, concrete, rough carpentry, casework, thermal and moisture protection, glazed curtain wall, doors and hardware, interior signage, plumbing, mechanical, electrical, low voltage power. Work is to be substantially complete within 630 calendar days from Notice To Proceed.
B. ALTERNATE 1: Remove all landscaping except for sod provision and installation.
C. ALTERNATE NO. 2: Base Bid minus the following: Resurface all External
Insulation Finish System (EIFS)areas of the existing floors of Building
50 with Sto Armor Mat product with Ultra-high Impact Resistance, or equal, meeting ASTM E2486, Section 07 24 00.
C. ALTERNATE NO. 3: Base Bid minus the following:
• Eliminate all ceramic tile walls in restrooms except at fixture
(wet) walls (rooms 302, 303, 320, 321, 330, 331, 423, 424, 428A, 429A, 430A, 431A, 432A, 433) and replace with epoxy paint;
• Eliminate all recessed concrete for ceramic floor tile and install in thinset manner. Include low rubber transition piece at all such locations.
D. ALTERNATE NO. 4: Base Bid minus the following:
• Remove all sliding barn doors section 08 34 00; Instead replace with standard swing doors section 08 14 00 and 08 11 13;
• All low voltage door operators & door preparation, section 08 71 13, for rooms 3C05B and 3C07.
E. ALTERNATE NO. 5: Base Bid minus the following:
• Signage per 10 14 00.
Iowa City VA Medical Center Relocate Women's Health Clinic & Specialty Clinics
October 12, 2023 Revision A2 (add) https://www.openingsstudio.com/AAOS/AAOS/CutSheetViewer.jsp?IDS=153428476,134325276, 01 00 00 -3
• All tracks for privacy curtains, but retain structural support for future installation of the same. Privacy curtains are provided by the VA.
• All corner guards and high impact wall covering section 10 26 00;
• All window treatment
E. ALTERNATE 6: Base Bid minus the following:
All finishes, fixtures and electrical; Instead shell Rooms 318, 332, 334, 336, 320 and 321 of 3rd floor such that:
• No finishes, plumbing fixtures, and casework and intermediate walls are installed between rooms 332, 334, and 336
• No finishes, plumbing fixtures, and casework shall be installed in room 318.
• No plumbing fixtures, finishes and intermediate walls are installed between 320 and 321
• No electrical work shall be installed in these above-cited spaces.
F. ALTERNATE 7: Base Bid minus the following:
All finishes, fixtures and electrical; Instead shell all clinical space on 4th floor such that:
• No finishes, plumbing fixtures, casework, interior walls, and electrical work shall be installed in Rooms 420, 421, 421A, 422, 423, 424, 425, 426, 427, 428, 428A, 429, 429A, 430, 430A, 431, 431A, 432, 432A, 433, 434, 435, 436, 437, 437A, 438, 439, 440, 441, 441A, 442, 443, 444, 445, 446, 4C08, 4C09, and 4C10.
1.5 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.
1.6 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.
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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 outside normal VA business hours the General
Contractor shall give one week’s notice to the Contracting Officer so that security arrangements can be provided for the employees.
This notice is separate from any notices required for utility shutdown described later in this section.
3. No photography of VA premises is allowed without written permission of the Contracting Officer.
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. Wherever the work requires the Contractor to gain temporary access to government-controlled spaces, the COR will be required to sign in receipt of any keys issues and is responsible for returning them to the COR. Keys will not be issues to subcontractors; the General
Contractor is solely responsible. In cases where keys are lost or not returned to the government, funds in the amount of $25.00 for each key that requires replacement and $50 for each core for locks requiring replacement unit will be retained from the contract. The number of key/core replacements necessary to effect resecuring the areas will determine the total contract retainage.
2. 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 toolboxes and parked machines and take any emergency action.
3. 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.
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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.
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, Contracting Officer’s Representative
(COR) 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.
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.
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2. A limited number of permits shall be issued for General Contractor and subcontractors for parking in designated areas only.
1.6 OPERATIONS
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.
C. The Contractor shall, under regulations prescribed by the Contracting
Officer, use only established roadways. 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 construction perimeter available for storing materials shall be as shown on sheet G1004 of construction drawings.
E. Execute work 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 the COR outside of VA standard business hours.
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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 workdays. Provide unobstructed access to Medical Center areas required to remain in operation.
F. The Medical Center, including Building 1 and the existing levels of Building 50, must and will 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.
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. Arrange such dates to ensure accomplishment of this work in successive phases mutually agreeable to
Medical Center Director, COR, and Contractor.
G. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, 2.1m (seven feet) minimum height, around the construction area indicated on the drawings.
Provide gates as required for access with necessary hardware, including hasps and padlocks. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 375mm (15 inches). Bottom of fences shall extend to 25mm
(one inch) above grade. Remove the fence when directed by COR.
H. 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.
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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.
I. Utilities Services:
1. 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.
2. 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 Chief Engineer. 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.
3. Contractor shall submit a request to interrupt any such services to
COR, in writing, 7 working days in advance of proposed interruption.
Request shall state reason, date, exact time of, and approximate duration of such interruption.
4. 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.
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5. 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.
6. 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.
7. 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.
8. 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.
9. Abandoned Lines: No service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, shall be abandoned, but are required to be entirely removed, unless specifically allowed by the COR in writing.
1.7 ALTERATIONS
A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR of areas of buildings in which alterations will occur and areas which are anticipated routes of access, and furnish a report, signed by both, to the Contracting Officer. This report shall list by rooms and spaces:
1. Existing condition and types of resilient flooring, doors, windows, walls and other surfaces not required to be altered throughout affected areas of building.
2. Shall note any discrepancies between drawings and existing conditions at site.
3. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations will occur, and which have been agreed upon by Contractor and COR.
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B. 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.
C. Protection: Provide the following protective measures:
1. Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.
2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled, and equipment moved and/or relocated.
3. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.
1.8 DISPOSAL AND RETENTION
A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:
1. Items not reserved by the Owner shall become property of the
Contractor and be removed by Contractor from the Medical Center.
2. Any hazardous materials and waste must be removed and disposed in accord with all federal and state regulations.
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
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01 00 00 -11 interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.
B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the
Contractor fails or refuses to repair the damage promptly, the
Contracting Officer may have the necessary work performed and charge the cost to the Contractor.
(FAR 52.236-9)
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.
1.10 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
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01 00 00 -12 removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.
C. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor's workers to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone) which are not scheduled for discontinuance or abandonment.
D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES"
(FAR 52.243-4) and "DIFFERING SITE CONDITIONS" (FAR 52.236-2).
1.11 PHYSICAL DATA
A. Data and information furnished or referred to below is for the
Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.
(FAR 52.236-4)
B. A copy of the soil report will be made available for inspection by bidders upon request to the COR 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. Upon proper application to Department of
Veterans Affairs, bidders will be permitted to make subsurface explorations of their own at site.
1.12 NOT USED
1.13 LAYOUT OF WORK
A. The Contractor shall lay out the work from Government established base lines, 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 equipment, tools, materials, and labor required to lay out any part of the work. The Contractor
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01 00 00 -13 shall be responsible for executing the work to the lines that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all other marks established by the Contracting Officer until authorized to remove them.
(FAR 52.236-17)
B. Establish and plainly mark corner of column lines and/or addition to each existing building, and such other lines that are reasonably necessary to properly assure that location, orientation, and elevations established for the addition, and are in accordance with lines and elevations shown on contract drawings.
C. Before any permanent work is performed, establish and plainly mark sufficient additional control points or system of points as may be necessary to assure proper alignment and orientation of all major features of work. Such control points shall include center lines of columns in both directions, major utilities and elevations of floor slabs.
D. During progress of work, and particularly as work progresses from floor to floor, Contractor shall have line grades and plumbness of all major work checked and certified to include:
1. Lines of each building and/or addition.
2. Elevations of tops of floors of each building and/or addition.
E. Whenever changes from contract drawings are made in line or elevation, Contractor shall record such changes on a reproducible drawing and forward these drawings upon completion of work to the COR.
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.
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D. Paragraphs A, B, & C shall also apply to all shop drawings.
1.15 WARRANTY MANAGEMENT
A. Warranty Management Plan: Develop a warranty management plan which contains information relevant to FAR 52.246-21 Warranty of Construction at least 30 days before the planned pre-warranty conference, submit one set of the warranty management plan. Include within the warranty management plan all required actions and documents to assure that the
Government receives all warranties to which it is entitled. The plan must be in narrative form and contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesman, or of engineering background, not necessarily familiar with this contract. The term “status” as indicated below must include due date and whether item has been submitted or was approved. Warranty information made available during the construction phase must be submitted to the Contracting Officer and COR for approval prior to each monthly invoice for payment. Assemble approved information in a binder and turn over to the Government upon acceptance of the work. The construction warranty period will begin on the date of the project acceptance and continue for the product warranty period. A joint 4 month and 9 month warranty inspection will be conducted, measured from time of acceptance, by the Contactor and the Contracting Officer.
Include in the warranty management plan, but not limited to, the following:
1. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers 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:
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a. Name of item.
b. Model and serial numbers.
c. Location where installed.
d. Name and phone numbers of manufacturers and suppliers.
e. Names, addresses and phone numbers of sources of spare parts.
f. 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.
g. Starting point and duration of warranty period.
h. Summary of maintenance procedures required to continue the warranty in force.
i. Cross-reference to specific pertinent Operation and Maintenance manuals.
j. Organizations, names and phone numbers of persons to call for warranty service.
k. Typical response time and repair time expected for various warranted equipment.
5. The plans for attendance at the 4 and 9-month post construction warranty inspections conducted by the government.
6. Procedure and status of tagging of all equipment covered by extended warranties.
7. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty and/or safety reasons.
B. Performance Bond: The Performance Bond must remain effective throughout the construction period.
1. In the event the Contractor fails to commence and diligently pursue any construction warranty work required, the Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining construction warranty funds of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.
2. In the event sufficient funds are not available to cover the construction warranty work performed by the Government at the
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01 00 00 -16 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 Representative (COR) 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 COR for the execution of the construction warranty will be established/ reviewed at this meeting. In connection with these requirements and at the time of the Contractor’s quality control completion inspection, furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue construction warranty work action on behalf of the
Contractor. This point of contract will be located within the local service area of the warranted construction, be continuously available and be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of its responsibilities in conjunction with other portions of this provision.
D. Contractor’s Response to Construction Warranty Service Requirements:
Following oral or written notification by the Contracting Officer, the
Contractor shall respond to construction warranty service requirements 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.
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1. First Priority Code 1. Perform onsite inspection to evaluate situation, and determine course of action within 4 hours, initiate work within 6 hours and work continuously to completion or relief.
2. Second Priority Code 2. Perform onsite inspection to evaluate situation, and determine course of action within 8 hours, initiate work within 24 hours and work continuously to completion or relief.
3. Third Priority Code 3. All other work to be initiated within 3 work days and work continuously to completion or relief.
4. The “Construction Warranty Service Priority List” is as follows:
Code 1-Life Safety Systems
a. Fire suppression systems.
b. Fire alarm system(s).
Code 1-Air Conditioning Systems
a. Air conditioning leak in part of the building, if causing damage.
b. Air conditioning system not cooling properly.
Code 1 Doors
a. Overhead doors not operational, causing a security, fire or safety problem.
b. Interior, exterior personnel doors or hardware, not functioning properly, causing security, fire or safety problem.
Code 3-Doors
a. Overhead doors not operational.
b. Interior/exterior personnel doors or hardware not functioning properly.
Code 1-Electrical
a. Power failure (entire area or any building operational after 1600 hours).
b. Security lights.
c. Smoke detectors.
Code 2-Electrical
a. Power failure (no power to a room or part of building).
b. Receptacles and lights not operational (in a room or part of building).
Code 3-Electrical
a. Exterior lights not operational.
Code 1-Gas
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a. Leaks and pipeline breaks.
Code 1-Heat
a. Power failure affecting heat.
Code 1-Plumbing
a. Hot water heater failure.
b. Leaking water supply pipes.
Code 2-Plumbing
a. Flush valves not operating properly
b. Fixture drain, supply line or any water pipe leaking.
c. Toilet leaking at base.
Code 3- Plumbing
a. Leaky faucets.
Code 3-Interior
a. Floors damaged.
b. Paint chipping or peeling.
c. Casework damaged.
Code 1-Roof Leaks
a. Damage to property is occurring.
Code 2-Water (Exterior)
a. No water to facility.
Code 2-Water (Hot)
a. No hot water in portion of building listed.
Code 3
a. All work not listed above.
E. Warranty Tags: At the time of installation, tag each warranted item with a durable, oil and water-resistant tag approved by the Contracting
Officer Representative. Also submit one record copy of the warranty tags showing the layout and design.
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