552-21-102 Putnam Library B120 - revised 100 Specifications.pdf

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Y1AB--Stabilize/Improve Building 120 - 552-21-102 Federal contract opportunity
Solicitation number
36C25026B0033_1
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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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JA OVER SAT - 552-21-102 HVAC Controls_Redacted.pdf PDF
36C25026B0033_1.pdf PDF
552-21-102 Putnam Library B120 - revised 100 Drawings.pdf PDF
JA OVER SAT - 552-21-102 Fire Alarm Panel_Redacted.pdf PDF
Wage Determination OH20260093 5.18.2026.pdf PDF

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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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