552-21-102 Putnam Library B120 - revised 100 Specifications.pdf
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- Attached to
- Y1AB--Stabilize/Improve Building 120 - 552-21-102 Federal contract opportunity
- Solicitation number
- 36C25026B0033_1
About this file
This is a 100% Bid Submittal specifications document for a federal construction project to stabilize and improve Putnam Library Building B120 at the Department of Veterans Affairs Medical Center in Dayton, Ohio. The project encompasses comprehensive architectural, civil, structural, mechanical, electrical, plumbing, fire suppression, and telecommunications work, with a contract number 552-21-102 and RDC/JPA project number 22042.00.
The base bid includes general construction, alterations, roads, walks, grading, drainage, removal of existing structures, and work across multiple building systems. Three deduct alternates are offered: Alternate 1 deletes Third Floor Restroom (rooms 302 & 303) interior buildout; Alternate 2 deletes Second Floor Restroom (rooms 202 & 203) interior buildout; and Alternate 3 deletes Third Floor hardwood floor demolition in rooms 301, 304-309 (floors to remain and be refinished). The project specifications detail 28 divisions of work including demolition, concrete, masonry, metals, carpentry, roofing, doors/windows, finishes, plumbing, HVAC, electrical, fire suppression, and conveying equipment. Critical requirements include: development of a Critical Path Method (CPM) schedule with approximately 100 work activities within 45 days of Notice to Proceed; comprehensive security protocols including badges, key control, and document security; phased construction to maintain 24/7 Medical Center operations; coordination with existing utilities requiring 7-15 days advance written notice for interruptions; monthly cost-loaded schedule updates with electronic submissions; warranty management plan with extended warranties for roofing, HVAC, pumps, motors, and commissioned systems; and photographic documentation with digital indexing throughout construction. The contractor must provide shop drawings, equipment manuals, operator training, testing and balancing reports, and as-built drawings in electronic format within 15 days of each phase completion.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| JA OVER SAT - 552-21-102 HVAC Controls_Redacted.pdf | ||
| 36C25026B0033_1.pdf | ||
| 552-21-102 Putnam Library B120 - revised 100 Drawings.pdf | ||
| JA OVER SAT - 552-21-102 Fire Alarm Panel_Redacted.pdf | ||
| Wage Determination OH20260093 5.18.2026.pdf |
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Text version
Stabilize/Improve Putnam Library B120 100% Bid Submittal for the
DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER
4100 W. Third Street
Dayton, Ohio 45428
524 Fernwood Avenue
Altamonte Springs, Florida 32701
HEAPY ENGINEERING
1400 W. Dorothy Lane
Dayton, Ohio 45409
SCHAEFER ASSOCIATES, INC.
537 East Pete Rose Way, Suite 400
Cincinnati, Ohio 45202
KLEINGERS GROUP
6219 Centre Park Drive
West Chester, Ohio 45069
VAMC #552-21-102
RDC/JPA #22042.00
March 30, 2026
STABILIZE/IMPROVE PUTNAM LIBRARY B120 TABLE OF CONTENTS
VA DAYTON, OHIO
552-21-102 02-01-23
00 01 10-1
DEPARTMENT OF VETERANS AFFAIRS
VHA MASTER SPECIFICATIONS
TABLE OF CONTENTS
Section 00 01 10
SECTION NO. DIVISION AND SECTION TITLES DATE
DIVISION 00 - SPECIAL SECTIONS
00 01 15 List of Drawing Sheets 05-20
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00 General Requirements 11-21
01 32 16.15 Project Schedules (Small Projects – Design/Bid/Build 11-21
01 33 23 Shop Drawings, Product Data, and Samples 02-23
01 35 26 Safety Requirements 10-22
01 42 19 Reference Standards 11-20
01 45 00 Quality Control 02-21
01 45 29 Testing Laboratory Services 11-18
01 45 35 Special Inspections 06-21
01 57 19 Temporary Environmental Controls 01-21
01 74 19 Construction Waste Management 04-22
01 81 13 Sustainable Construction Requirements 10-17
Terracon Geotechnical Engineering Report
DIVISION 02 – EXISTING CONDITIONS
02 41 00 Demolition 08-17
02 82 11 Traditional Asbestos Abatement 01-21
02 82 13.13 Glovebag Asbestos Abatement 01-21
02 82 13.19 Asbestos Floor Tile and Mastic Abatement 01-21
02 82 13.31 Asbestos Transite Abatement 01-21
02 83 33.13 Lead-Based Paint Removal and Disposal 01-21
Abatement Report Part 1
Abatement Report Part 2
Abatement Report Part 3
Lead Paint Report
02 84 00 Animal Waste Remediation 03-25
DIVISION 03 – CONCRETE
03 30 53 Cast-in-Place Concrete 01-21
DIVISION 04 – MASONRY
04 01 00 Maintenance of Masonry 01-21
04 05 13 Masonry Mortaring 10-17
04 05 16 Masonry Grouting 01-21
00 01 10-2
04 20 00 Unit Masonry 08-17
DIVISION 05 – METALS
05 12 00 Structural Steel Framing 11-18
05 31 00 Steel Decking 01-21
05 50 00 Metal Fabrications 08-18
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
06 10 00 Rough Carpentry 10-17
06 20 00 Finish Carpentry 01-21
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 13 Thermal Insulation 01-21
07 21 23 Loose-Fill Insulation 01-21
07 22 00 Roof and Deck Insulation 01-21
07 31 13 Asphalt Shingles 02-21
07 40 00 Roofing and Siding Panels 01-21
07 54 23 Thermoplastic Polyolefin (TPO) Roofing 01-21
07 60 00 Flashing and Sheet Metal 01-21
07 71 00 Roof Specialties 01-21
07 81 00 Applied Fireproofing 07-23
07 81 23 Intumescent Fireproofing` 07-23
07 84 00 Firestopping 01-21
07 92 00 Joint Sealants 04-22
07 95 13 Expansion Joint Cover Assemblies 01-21
DIVISION 08 - OPENINGS
08 06 71 Door Hardware Schedule
08 11 13 Hollow Metal Doors and Frames 01-21
08 14 00 Interior Wood Doors 01-21
08 39 53 Blast Resistant Doors and Frames
08 44 13 Glazed Aluminum Curtain Walls
08 45 23 Blast Rated Insulated Translucent Fiberglass Sandwich Panel Skylight System
08 52 00 Aluminum Clad Wood Windows
08 63 00 Metal-Framed Skylights 01-21
08 71 00 Door Hardware 05-22
08 80 00 Glazing 01-21
08 87 00 Security Glazing Films
08 90 00 Louvers and Vents 01-21
DIVISION 09 – FINISHES
09 05 16 Subsurface Preparation for Floor Finishes 01-21
09 06 00 Schedule for Finishes 01-21
00 01 10-3
09 22 16 Non-Structural Metal Framing 06-18
09 23 00 Gypsum Plastering 01-21
09 29 00 Gypsum Board 04-20
09 30 13 Ceramic/Porcelain Tiling 01-21
09 64 00 Wood Flooring
09 65 13 Resilient Base and Accessories 01-21
09 65 19 Resilient Tile Flooring 05-18
09 68 00 Carpeting 01-21
09 91 00 Painting 01-21
DIVISION 10 – SPECIALTIES
10 14 00 Signage 01-21
10 28 00 Toilet, Bath, and Laundry Accessories 01-21
10 44 13 Fire Extinguisher Cabinets 08-18
DIVISION 12 – FURNISHINGS
12 24 00 Window Shades 08-17
12 36 00 Countertops 12-18
DIVISION 14– CONVEYING EQUIPEMENT
14 24 00 New Hydraulic Elevator 04-24
DIVISION 21- FIRE SUPPRESSION
21 13 16 Dry-Pipe Sprinkler Systems 06-15
DIVISION 22 – PLUMBING
22 05 11 Common Work Results for Plumbing 01-23
22 05 12 General Motor Requirements for Plumbing Equipment 09-20
22 05 19 Meters and Gauges for Plumbing Piping 09-20
22 05 23 General-Duty Valves for Plumbing Piping 09-20
22 07 11 Plumbing Insulation 09-19
22 11 00 Facility Water Distribution 05-21
22 13 00 Facility Sanitary and Vent Piping 09-20
22 14 29 Sump Pumps 09-15
22 33 00 Electric Domestic Water Heaters 09-20
22 40 00 Plumbing Fixtures 12-22
DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING
(HVAC)
23 05 11 Common Work Results for HVAC 04-22
23 05 12 General Motor Requirements for HVAC and Steam Generation Equipment 02-20
23 05 41 Noise and Vibration Control for HVAC Piping and Equipment 02-20
23 05 93 Testing, Adjusting, and Balancing for HVAC 02-20
00 01 10-4
23 07 11 HVAC and Boiler Plant Insulation 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 10-22
23 25 00 HVAC Water Treatment 02-20
23 31 00 HVAC Ducts and Casings 02-20
23 34 00 HVAC Fans 03-23
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 72 00 Air-to-Air Energy Recovery Equipment 03-20
23 73 00 Indoor Central Station Air Handling Units 03-23
23 82 00 Convection Heating and Cooling Units 03-20
23 82 16 Air Coils 03-20
DIVISION 26 – ELECTRICAL
26 05 11 Requirements for Electrical Installations 11-22
26 05 13 Medium-Voltage Cables 11-22
26 05 19 Low-Voltage Electrical Power Conductors and Cables 11-22
26 05 26 Grounding and Bonding for Electrical Systems 11-22
26 05 33 Raceway and Boxes for Electrical Systems 11-22
26 05 41 Underground Electrical Construction 11-22
26 05 73 Overcurrent Protective Device Coordination Study 11-22
26 09 23 Lighting Controls 11-22
26 12 19 Pad-Mounted, Liquid-Filled, Medium-Voltage Transformers 11-22
26 24 16 Panelboards 11-22
26 27 26 Wiring Devices 11-22
26 29 11 Motor Controllers 11-22
26 29 21 Enclosed Switches and Circuit Breakers 11-22
26 41 00 Facility Lightning Protection 11-22
26 43 13 Surge Protective Devices 11-22
26 51 00 Interior Lighting 11-22
26 56 00 Exterior Lighting 11-22
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 05 53 Identification for Communications Systems 12-22
27 10 00 Control, Communication and Signal Wiring 06-15
27 13 13 Communications Copper Backbone Cabling 12-22
27 15 00 Communications Structured Cabling 01-16
27 15 13 Communications Copper Horizontal Cabling 12-22
27 16 19 Communications Patch Cords, Station Cords and Cross Connect Wire 12-22
00 01 10-5
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 31 00 Fire Detection and Alarm 10-11
DIVISION 31, DIVISION 32, DIVISION 33
31 20 00 Earthwork 07-16
32 05 23 Cement and Concrete for Exterior Improvements 08-24
33 30 00 Sanitary Sewer Utilities 08-24
33 40 00 Storm Sewer Utilities 08-24
STABILIZE/IMPROVE PUTNAM LIBRARY B120 LIST OF DRAWING SHEETS
552-21-102 05-01-20
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
G001 COVER SHEET
C100 GENERAL NOTES & DETAILS
C200 SURVEY BASEMAP
C300 DEMOLITION PLAN
C400 LOCATION PLAN
C500 UTILITY PLAN & PROFILES
C600 GRADING PLAN
C700 EROSION CONTROL NOTES
C701 EROSION CONTROL DETAILS
G100 CODE DATA
A000 EXISTING PLAN – BASEMENT
A001 EXISTING PLAN – FIRST FLOOR
A002 EXISTING PLAN – SECOND FLOOR
A003 EXISTING PLAN – THIRD FLOOR
A004 EXISTING PLAN – ATTIC
AD101 DEMOLITION PLANS
AD102 DEMOLITION PLANS
AD103 DEMOLITION REFLECTED CEILING PLANS
AD104 DEMOLITION EXTERIOR ELEVATIONS
A101 NEW WORK PLANS
A102 NEW WORK PLANS
A121 REFLECTED CEILING PLANS
A201 EXTERIOR ELEVATIONS
A301 BUILDING SECTIONS
A401 INTERIOR ELEVATIONS – RESTROOM
A402 INTERIOR ELEVATIONS – FIRST FLOOR
A403 INTERIOR ELEVATIONS – SECOND FLOOR
A404 INTERIOR ELEVATIONS – THIRD FLOOR
A501 ELEVATOR & MACHINE ROOM
A601 DOOR & WINDOW SCHEDULES, CURTAIN WALLS
A602 WALL TYPES & DETAILS
A603 WINDOW SECTIONS – EXISTING CONDITIONS
552-21-102 05-01-20
00 01 15 - 2
A604 WINDOW SECTIONS – NEW WORK
AF101 FINISH PLANS & FINISHES KEY
S001 GENERAL NOTES
S002 SCHEDULES AND LOADING DIAGRAMS
S003 SPECIAL INSPECTIONS & LOADING PLANS
S101 FOUNDATION PLAN
S111 FIRST FLOOR FRAMING PLAN
S121 SECOND FLOOR FRAMING PLAN
S131 THIRD FLOOR FRAMING PLAN
S141 ATTIC FRAMING PLAN
S151 ENLARGED PLANS AND DETAILS
S181 ELEVATIONS AND DETAILS
S201 FOUNDATION DETAILS & SECTIONS
S301 FLOOR FRAMING DETAILS & SECTIONS
S401 STEEL DETAILS, SECTIONS & SCHEDULES
F001 ABBREVIATIONS, LEGEND AND DESIGN NOTES
FX101 BASEMENT PLAN – FIRE SUPPRESSION
FX102 FRIST FLOOR PLAN – FIRE SUPPRESSION
FX103 SECOND FLOOR PLAN – FIRE SUPPRESSION
FX104 THIRD FLOOR PLAN – FIRE SUPPRESSION
FX105 ATTIC PLAN – FIRE SUPPRESSION
P001 ABBREVIATIONS, LEGEND AND GENERAL NOTES
PD100 DEMOLITION PLAN – BASEMENT
PD101 DEMOLITION PLAN – FIRST FLOOR
PD102 DEMOLITION PLAN – SECOND FLOOR
PD103 DEMOLITION PLAN – THIRD FLOOR
PP100 BASEMENT PLANS – NEW WORK
PP101 FIRST FLOOR PLANS – NEW WORK
PP102 SECOND FLOOR PLANS – NEW WORK
PP103 THIRD FLOOR PLANS – NEW WORK
P601 SCHEDULE. DETAILS & DIAGRAM
M001 ABBREVIATIONS, LEGEND AND GENERAL NOTES
MD100 DEMOLITION PLAN – BASEMENT
MD101 DEMOLITION PLAN – FIRST FLOOR
MD102 DEMOLITION PLAN – SECOND FLOOR
MD103 DEMOLITION PLAN – THIRD FLOOR
M100H BASEMENT PLAN – DUCTWORK
552-21-102 05-01-20
00 01 15 - 3
M100P BASEMENT PLAN – PIPING
M101H FIRST FLOOR PLAN – DUCTWORK
M101P FIRST FLOOR PLAN – PIPING
M102H SECOND FLOOR PLAN – DUCTWORK
M102P SECOND FLOOR PLAN – PIPING
M103H THIRD FLOOR PLAN – DUCTWORK
M103P THIRD FLOOR PLAN – PIPING
M104H ATTIC PLAN – DUCTWORK
M104P ATTIC PLAN – PIPING
M501 DETAILS
M502 DETAILS
M503 DETAILS
M504 ONE-LINE DIAGRAM
M601 SCHEDULES
M602 SCHEDULES
M603 SCHEDULES
M901 CONTROL DIAGRAM
M902 CONTROL DIAGRAM
M903 CONTROL DIAGRAM
E001 ABBREVIATIONS, LEGEND AND GENERAL NOTES
ED100 DEMOLITION PLAN – BASEMENT
ED101 DEMOLITION PLAN – FIRST FLOOR
ED102 DEMOLITION PLAN – SECOND FLOOR
ED103 DEMOLITION PLAN – THIRD FLOOR
EL100 BASEMENT PLAN – LIGHTING
EL101 FIRST FLOOR – LIGHTING
EL102 SECOND FLOOR – LIGHTING
EL103 THIRD FLOOR – LIGHTING
EL104 ATTIC FLOOR PLAN – LIGHTING
EP100 BASEMENT PLAN – POWER & SYSTEMS
EP101 FRIST FLOOR PLAN – POWER & SYSTEMS
EP102 SECOND FLOOR PLAN – POWER & SYSTEMS
EP103 THIRD FLOOR PLAN – POWER & SYSTEMS
EP104 ATTIC PLAN – POWER & SYSTEMS
E701 DIAGRAM – SINGLE LINE
T001 ABBREVIATIONS, LEGEND AND GENERAL NOTES
TD100 DEMOLITION PLAN – BASEMENT
552-21-102 05-01-20
00 01 15 - 4
TD101 DEMOLITION PLAN – FIRST FLOOR
TD102 DEMOLITION PLAN – SECOND FLOOR
TD103 DEMOLITION PLAN – THIRD FLOOR
TA100 BASEMENT PLAN – NEW WORK
TA101 FRIST FLOOR PLAN – NEW WORK
TA102 SECOND FLOOR PLAN – NEW WORK
TA103 THIRD FLOOR PLAN – NEW WORK
T201 ENLARGED PLAN – MTR 002
T501 DETAILS
- - - END - - -
STABILIZE/IMPROVE PUTNAM LIBRARY B120 GENERAL REQUIREMENTS
552-21-102 11-01-21
01 00 00 -1
SECTION 01 00 00
GENERAL REQUIREMENTS
GENERAL
1.1 SAFETY REQUIREMENTS
A. Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.
1.2 GENERAL INTENTION
A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for Stabilize/Improve
Putnam Library B120 as required by drawings and specifications.
B. Visits to the site by Bidders may be made only by appointment with the Medical Center COR.
C. Offices of RDC/JPA Architecture, as Architect-Engineers, will render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by Contracting Officer or his duly authorized representative.
D. 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, GENERAL CONSTRUCTION: BASE BID: Work includes all general construction, alterations, roads, walks, grading, drainage, necessary removal of existing structures and construction, and certain other items described in the specifications and drawings for architectural, civil, structural, mechanical, electrical, plumbing, fire suppression, and telecommunications work.
B. ALTERNATE 1, DEDUCT: All work in BASE BID, except DELETE all labor and materials associated with the interior construction build out of the Third Floor Restrooms (rooms 302 &
303). This area will be existing to remain, and will receive the same finishes as the adjacent Stair
(room 301). Windows in the impacted area will still follow the scope outlines in the BASE BID.
C. ALTERNATE 2, DEDUCT: All work in BASE BID, except DELETE all labor and materials associated with the interior construction build out of the Second Floor Restrooms (rooms 202 &
203). This area will be existing to remain, and will receive the same finishes as the adjacent Stair
(room 201). Windows in the impacted area will still follow the scope outlines in the BASE BID.
D. ALTERNATE 3, DEDUCT: All work in BASE BID, except DELETE all labor and materials associated with the interior demolition of the Third Floor Hardwood Floors (found in rooms 301, 304, 305, 306, 307, 308 and 309). These floors will be existing to remain, and will be sanded down and refinished (stain color to match existing; verify with COR).
552-21-102 11-01-21
01 00 00 -2
1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
A. Drawings and contract documents may be obtained from the website where the solicitation is posted. Additional copies will be at Contractor's expense.
1.5 CONSTRUCTION SECURITY REQUIREMENTS
A. Security Plan:
1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.
2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.
B. Security Procedures:
1. General Contractor’s employees shall not enter the project site without appropriate badge.
They may also be subject to inspection of their personal effects when entering or leaving the project site.
2. Before starting work the General Contractor shall give one week’s notice to the Contracting
Officer so that security 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. Patients and staff are not to be photographed at any time.
4. VA reserves the right to close down or shut down the project site and order General
Contractor’s employees off the premises in the event of a national emergency. The General
Contractor may return to the site only with the written approval of the Contracting Officer.
C. Key Control:
1. The General Contractor shall provide duplicate keys and lock combinations to the Contracting officers representative (COR) for the purpose of security inspections of every area of project including tool boxes and parked machines and take any emergency action.
2. The General Contractor shall turn over all permanent lock cylinders to the VA locksmith for permanent installation. See Section 08 71 00, DOOR HARDWARE and coordinate.
D. Document Control:
1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of “sensitive information”.
2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.
3. Certain documents, sketches, videos or photographs and drawings may be marked “Law
Enforcement Sensitive” or “Sensitive Unclassified”. Secure such information in separate
552-21-102 11-01-21
01 00 00 -3 containers and limit the access to only those who will need it for the project. Return the information to the Contracting Officer upon request.
4. These security documents shall not be removed or transmitted from the project site without the written approval of Contracting Officer.
5. All paper waste or electronic media such as CD’s and diskettes shall be shredded and destroyed in a manner acceptable to the VA.
6. Notify Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.
7. All electronic information shall be stored in specified location following VA standards and procedures using an Engineering Document Management Software (EDMS).
Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the EDMS system.
“Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.
E. Motor Vehicle Restrictions
1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.
2. A limited number of 5 permits shall be issued for General Contractor and its employees for parking in designated areas only. Contractor to coordinate with VA Medical Center Facility
Manager.
1.6 OPERATIONS AND STORAGE AREAS (FAR 52.236-10)
A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.
B. Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be erected by the
Contractor only with the approval of the Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the
Contractor at its expense upon completion of the work. With the written consent of the
Contracting Officer, the buildings and utilities may be abandoned and need not be removed.
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
552-21-102 11-01-21
01 00 00 -4 cross curbs or sidewalks, the Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.
D. Working space and space available for storing materials shall be as determined by the COR .
E. Workers are subject to rules of Medical Center applicable to their conduct.
F. Execute work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of construction materials, debris, standing construction equipment and vehicles at all times.
G. Execute work so as to interfere as little as possible with normal functioning of Medical Center as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others.
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.
H. Utilities Services: Where necessary to cut existing pipes, electrical wires, conduits, cables, etc., of utility services, or of fire protection systems or communications systems (except telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR. All such actions shall be coordinated with the COR or Utility Company involved:
1. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the
Contractor.
I. Phasing:
1. 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:
2. To ensure such executions, Contractor shall furnish the COR with a schedule of approximate phasing dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, Contractor shall notify the COR two weeks in
552-21-102 11-01-21
01 00 00 -5 advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such phasing dates to ensure accomplishment of this work in successive phases mutually agreeable to COR and Contractor.
J. Building will be vacated by Government in accordance with above phasing beginning immediately after date of receipt of Notice to Proceed and turned over to Contractor.
K. 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.
L. 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.
M. 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.
552-21-102 11-01-21
01 00 00 -6
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.
N. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, shall be removed back to their source. Those which are indicated to be abandoned but are not required to be entirely removed, shall be sealed, capped or plugged at the main, branch or panel they originate from. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces.
O. To minimize interference of construction activities with flow of Medical Center traffic, comply with the following:
1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles.
Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times with approval.
2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR.
P. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF
ROADWAYS.
1.7 ALTERATIONS
A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR and a representative of VA Supply Service, of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by all three, to the
Contracting Officer. This report shall list by rooms and spaces:
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1. Existing condition and types of resilient flooring, doors, windows, walls and other surfaces not required to be altered throughout affected areas of building.
2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.
3. Shall note any discrepancies between drawings and existing conditions at site.
4. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and
COR.
B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of COR to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by Contractor with new items in accordance with specifications which will be furnished by Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR 52.243-
4).
C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COR together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions then existing, of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report:
1. Re-survey report shall also list any damage caused by Contractor to such flooring and other surfaces, despite protection measures; and, will form basis for determining extent of repair work required of Contractor to restore damage caused by Contractor's workers in executing work of this contract.
D. Protection: Provide the following protective measures:
1. Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.
2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled and equipment moved and/or relocated.
3. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.
1.8 DISPOSAL AND RETENTION
A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:
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1. Reserved items which are to remain property of the Government are identified by attached tags or noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by COR.
2. Items not reserved shall become property of the Contractor and be removed by Contractor from Medical Center .
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 (FAR 52.236-9)
A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workers, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.
B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the
Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.
C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and "Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.
1.10 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
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01 00 00 -9 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 "DIFFERING SITE CONDITIONS" (FAR 52.236-2).
1.11 PHYSICAL DATA – SOIL CONDITIONS
A. Data and information furnished or referred to below is for the Contractor's information. The
Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.
1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by Terracon.
(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
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1.12 PROFESSIONAL SURVEYING SERVICES
A. A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections. The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.
1.13 LAYOUT OF WORK
A. The Contractor shall lay out the work from Government established base lines and bench marks, indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The
Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through
Contractor's negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the
Contractor.
(FAR 52.236-17)
B. Establish and plainly mark center lines for each building and corner of column lines and/or addition to each existing building, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, roads, parking lots, 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
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01 00 00 -11 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.
1. Lines of each building and/or addition.
2. Elevations of bottoms of footings and tops of floors of each building and/or addition.
3. Lines and elevations of sewers and of all outside distribution systems.
4. Lines of elevations of all swales and interment areas.
5. Lines and elevations of roads, streets and 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. Upon completion of the work, the Contractor shall furnish the COR one electronic copy and reproducible drawings at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work, including burial monuments and fifty foot stationing along new road centerlines. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.
G. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article "Professional Surveying Services".
1.14 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 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
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“status” as indicated below must include due date and whether item has been submitted or was approved. Warranty information made available during the construction phase must be submitted to the Contracting Officer for approval prior to each monthly invoice for payment. Assemble approved information in a binder and turn over to the Government upon acceptance of the work.
The construction warranty period will begin on the date of the project acceptance and continue for the product warranty period. A joint 4 month and 9 month warranty inspection will be conducted, measured from time of acceptance, by the Contactor and the Contracting Officer. Include in the warranty management plan, but not limited to, the following:
1. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers within the company of the Contractor, subcontractors, manufacturers or suppliers involved.
2. Furnish with each warranty the name, address and telephone number of each of the guarantor’s representatives nearest project location.
3. Listing and status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers and for all commissioned systems such as fire protection and alarm systems, sprinkler systems and lightning protection systems, etc.
4. A list for each warranted equipment item, feature of construction or system indicating:
a. Name of item.
b. Model and serial numbers.
c. Location where installed.
d. Name and phone numbers of manufacturers and suppliers.
e. Name and phone numbers of manufacturers or suppliers.
f. Names, addresses and phone numbers of sources of spare parts.
g. Warranties and terms of warranty. Include one-year overall warranty of construction, including the starting date of warranty of construction. Items which have extended warranties must be indicated with separate warranty expiration dates.
h. Starting point and duration of warranty period.
i. Summary of maintenance procedures required to continue the warranty in force.
j. Cross-reference to specific pertinent Operation and Maintenance manuals.
k. Organizations, names and phone numbers of persons to call for warranty service.
l. Typical response time and repair time expected for various warranted equipment.
5. The plans for attendance at the 4 and 9-month post construction warranty inspections conducted by the government.
6. Procedure and status of tagging of all equipment covered by extended warranties.
7. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty and/or safety reasons.
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B. Performance & Payment Bonds: The Performance & Payment Bonds must remain effective throughout the construction period
1. In the event the Contractor fails to commence and diligently pursue any construction warranty work required, the Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining construction warranty funds of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.
2. In the event sufficient funds are not available to cover the construction warranty work performed by the Government at the contractor’s expenses, the Contracting Officer will have the right to recoup expenses from the bonding company.
3. Following oral or written notification of required construction warranty repair work, the
Contractor shall respond in a timely manner. Written verification will follow oral instructions.
Failure to respond will be cause for the Contracting Officer to proceed against the Contractor.
C. Pre-Warranty Conference: Prior to contract completion, and at a time designated by the
Contracting Officer, the Contractor shall meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of this section. Communication procedures for
Contractor notification of construction warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer for the execution of the construction warranty will be established/ reviewed at this meeting. In connection with these requirements and at the time of the Contractor’s quality control completion inspection, furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue construction warranty work action on behalf of the Contractor. This point of contract will be located within the local service area of the warranted construction, be continuously available and be responsive to Government inquiry on warranty work action and status. This 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:
E. 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:
a) Code 1-Life Safety Systems
Fire suppression systems.
Fire alarm system(s).
b) Code 1-Air Conditioning Systems
Air conditioning leak in part of the building, if causing damage.
Air conditioning system not cooling properly.
c) Code 1 Doors
Overhead doors not operational, causing a security, fire or safety problem.
1) Interior, exterior personnel doors or hardware, not functioning properly, causing security, fire or safety problem.
d) Code 3-Doors
Overhead doors not operational.
Interior/exterior personnel doors or hardware not functioning properly.
e) Code 1-Electrical
Power failure (entire area or any building operational after 1600 hours).
Security lights.
Smoke detectors.
f) Code 2-Electrical
Power failure (no power to a room or part of building). Receptacle and lights not operational (in a room or part of building).
g) Code 3-Electrical
Exterior lights not operational.
h) Code 1-Gas
Leaks and pipeline breaks.
i) Code 1-Heat
Power failure affecting heat.
j) Code 1-Plumbing
Hot water heater failure.
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2) Leaking water supply pipes
k) Code 2-Plumbing
Flush valves not operating properly
Fixture drain, supply line or any water pipe leaking.
Toilet leaking at base.
l) Code 3- Plumbing
Leaky faucets.
m) Code 3-Interior
Floors damaged.
Paint chipping or peeling.
Casework damaged.
n) Code 1-Roof Leaks
Damage to property is occurring.
o) Code 2-Water (Exterior)
No water to facility.
p) Code 2-Water (Hot)
No hot water in portion of building listed.
q) Code 3
All work not listed above.
F. Warranty Tags: At the time of installation, tag each warranted item with a durable, oil and water-resistant tag approved by the Contracting Officer.
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