Salt Fork Office Solicitation.pdf

PDF 4 MB Posted Sep 12, 2025

Attached to: DOGRM Salt Fork Partitions
Solicitation number: SRC0000033867
Issued by: Greene County, Ohio

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Written by GovTribe AI · Sep 20, 2025

The Ohio Department of Natural Resources (ODNR), Division of Oil & Gas Resources Management, is soliciting bids for a partition installation project at their Salt Fork Office in Kimbolton, Guernsey County, Ohio. The project involves installing new wall partitions, owner-provided carpet panels, removing and installing new rubber cove base, installing a new door, door frame, and hardware, and painting walls and door frames. The work is to be completed by December 31, 2025, at the location 12003 Natural Resources Road 4, Kimbolton, Ohio. Interested contractors must submit bids through Ohio Buys, and site visits can be scheduled by contacting Jason Simmerman at (330) 620-5642. The contract will be awarded to the lowest responsive and responsible bidder based on the total bid amount.

The bid schedule includes an allowance of $3,000 for unforeseen conditions, with lump sum pricing for wall partitions, door and frame, and carpet and cove base. Bidders are required to complete labor and material prices for each item, with the total bid amount determining the winner. The contract includes a personal services agreement with standard terms covering confidentiality, liability, warranties, and compliance with state and federal regulations. Contractors must maintain appropriate insurance coverage, including commercial general liability, automobile liability, workers' compensation, and cyber liability. The bid documents also include detailed specifications for partition installation, door hardware, gypsum board work, and carpet tile installation.

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Example Contract-Service Agreement- Non Federal Funds.pdf	PDF	Sep 12, 2025

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The Ohio Department of Natural Resources, Division of Oil & Gas Resources Management is accepting bids to install partitions at our Salt Fork Office in Kimbolton, OH (Guernsey County).

Title of Sourcing Event: ODNR – Oil & Gas Salt Fork Office Partitions

Work Location:

ODNR, Division of Oil & Gas 12003 Natural Resources Road 4, Kimbolton, Ohio 43749 40.130905, -81.509756

Schedule:

All work shall be completed by December 31, 2025.

Scope of Work:

Contractor shall provide all labor and materials to install partitions at the ODNR Oil & Gas Salt Fork Office located at 12003 Natural Resources Road 4, Kimbolton, Ohio 43749 (40.130905, -81.509756). All materials shall be installed according to the manufacturer’s recommendations. Contractor’s scope of work includes:

1. Installing new wall partitions.

2. Install owner provided carpet panels.

3. Remove existing and provide and install new rubber cove base.

4. Install new door, door frame, and hardware.

5. Painting walls and door frame.

All work shall be completed in accordance with the drawings and specifications contained herein.

Contractor shall legally dispose of all material removed from the project. Contractor shall clean job site upon completion of work.

Bids shall be submitted on the bid schedule for the project. The allowance item is to address any unforeseen conditions. Any work to be paid from the allowance item shall be approved by the Owner prior to the Contractor performing the work. Prior to any work being performed onsite, the Contractor must provide the submittals outlined in the drawings and specifications.

Attachments:

1. Drawings Salt Fork Office Addition

2. Bid Schedule

3. Personal Services Contract Example

Evaluation: The contract will be awarded to the lowest responsive and responsible bidder as determined by the State. All bids must be submitted through Ohio Buys on the provided Bid Schedule (excel spreadsheet). Bids received outside of Ohio Buys will not be considered.

Contract Award: The contract will be awarded to the lowest responsive and responsible bidder based on total bid amount. The awarded Contractor will be required to sign a Personal Services Contract, example attached.

Site Visit & Point of Contact:

Site visits may be scheduled by contacting Jason Simmerman at (330) 620-5642.

Point of contact for project specific questions:

Tara Lee at (614) 265-7042 or email tara.kinsey-lee@dnr.ohio.gov

Once a contract is awarded, failure of the bidder to have requested a site visit to become familiar with the facility and requirements of the bid will be insufficient reason to support any request to be released from the contract.

mailto:tara.kinsey-lee@dnr.ohio.gov

SHEET INDEX

CONTACT INFORMATION

DIVISION OF OIL & GAS RESOURCES MANAGEMENT

OHIO DEPARTMENT OF NATURAL RESOURCES

2045 MORSE ROAD, BLDG. F-2

COLUMBUS, OHIO 43229

PH: (614) 265-6922 FAX: (614) 265-6910

TITLE SHEET

FLOOR PLAN

CEILING PLAN

WALL/CEILING DETAIL

PARTITION DETAIL

DOOR DETAIL

FINISH SCHEDULE

GENERAL NOTES

LOCATION MAP

SCALE 1" = 1 MILE

SITE LOCATION

40.130937, 81.509694

SALT FORK STATE PARK

OFFICE ADDITION

OHIO DEPARTMENT OF NATURAL RESOURCES

DIVISION OF OIL & GAS RESOURCES MANAGEMENT

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PROJECT ENGINEER

TARA K. LEE, P.E.

PH: (614) 561-7834

THIS DOCUMENT WAS ORIGINALLY

ISSUED BY TARA K. LEE, P.E.

THIS DOCUMENT IS NOT CONSIDERED A

SEALED DOCUMENT & IS FOR

OFFER SUBMITTAL PURPOSES ONLY

FACILITY MANAGER

MARK ATKINSON, P.E.

PH: (330) 801-8935

AutoCAD SHX Text EDIT DATE: 8/26/2025 1:03 PM EDIT BY: 10203642 DRAWING FILE: C:\USERS\10203642\ONEDRIVE - STATE OF OHIO\DESKTOP\TEMP\MY PROJECTS\02_IN PROGRESS PROJECTS\SALT FORK\SALT FORK OFFICE PLAN.DWG8/26/2025 1:03 PM EDIT BY: 10203642 DRAWING FILE: C:\USERS\10203642\ONEDRIVE - STATE OF OHIO\DESKTOP\TEMP\MY PROJECTS\02_IN PROGRESS PROJECTS\SALT FORK\SALT FORK OFFICE PLAN.DWG EDIT BY: 10203642 DRAWING FILE: C:\USERS\10203642\ONEDRIVE - STATE OF OHIO\DESKTOP\TEMP\MY PROJECTS\02_IN PROGRESS PROJECTS\SALT FORK\SALT FORK OFFICE PLAN.DWG10203642 DRAWING FILE: C:\USERS\10203642\ONEDRIVE - STATE OF OHIO\DESKTOP\TEMP\MY PROJECTS\02_IN PROGRESS PROJECTS\SALT FORK\SALT FORK OFFICE PLAN.DWG DRAWING FILE: C:\USERS\10203642\ONEDRIVE - STATE OF OHIO\DESKTOP\TEMP\MY PROJECTS\02_IN PROGRESS PROJECTS\SALT FORK\SALT FORK OFFICE PLAN.DWGC:\USERS\10203642\ONEDRIVE - STATE OF OHIO\DESKTOP\TEMP\MY PROJECTS\02_IN PROGRESS PROJECTS\SALT FORK\SALT FORK OFFICE PLAN.DWG

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OHIO DEPARTMENT OF NATURAL RESOURCES

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DIVISION OF OIL & GAS RESOURCES MGMT

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TARA K. LEE, PE NO. DATE NO. DATENO. DATEDATE

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XXXXX

CONFERENCE

OFFICE

TOILET ROOM

MECHANICAL

OFFICE

VESTIBULE

100V

6" / 24x24

105.0"

OFFICE

NEW

112A

112B

100V

TECH STATIONS

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0' 2' 4' 6'

EXISTING

POWER/COM

BOX

PROPOSED

DOOR

PROPOSED

PARTITION

PROPOSED

PARTITION

EXISTING

POWER OUTLET

EXISTING

COM OUTLET

NOTE:

1) FURNITURE NOT IN CONTRACT, FOR REFERENCE ONLY.

1/4" = 1'-0"

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T.K.L

OFFICE

TOILET ROOM

MECHANICAL

OFFICE

VESTIBULE

100V

6" / 24x24

105.0"

OFFICE

NEW 112A

112B

100V

TECH STATIONS

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0' 2' 4' 6'

EXISTING

RETURN DIFFUSER

PROPOSED

DOOR

EXISTING ACOUSTICAL

CEILING TILE GRID SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING LIGHTING

FIXTURE IN GRID

SYSTEM

EXISTING

RETURN DIFFUSER

PROPOSED

PARTITION

PROPOSED

PARTITION

1/4" = 1'-0"

EXISTING

RETURN DIFFUSER

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5/8" TYPE 'X' GYPSUM BOARD.

ACOUSTICAL TILE CEILING SYSTEM.

8'-6" A.F.F.

ACOUSTICAL TILE CEILING SYSTEM.

5/8" TYPE 'X' GYPSUM BOARD.

3 5/8" NON-STRUCTURAL METAL FRAMING.

SOUND ATTENUATION BLANKET.

DEFLECTION TRACK

NOTES:

1) CONNECT DEFLECTION TRACK TO CEILING GRID WITH

SCREW FASTENER.

2) INSTALL J BEAD AS MANUFACTURED BY TRIM-TEX OR

APPROVED EQUAL AT UNFINISHED DRYWALL EDGE AT CEILING

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1 1/2" = 1'-0"

SECTION DETAIL -

INTERIOR WALL/CEILING

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TYPE

FIRE

RATING

ASSEMBLY GA SIZE

STUDS

NON-STRUCTURAL METAL FRAMING PARTITIONS

STCFLOORCEILINGHEAD

DETAILS

CODED NOTES:

1. (1) LAYER 5/8" GYPSUM PANEL TYPE "X".

2. NON-STRUCTURAL METAL FRAMING AT 16" ON CENTER.

3. SOUND ATTENUATION BLANKET, WHERE INDICATED ON PLAN.

2 20 3 5/8"47-- / --- 9 / 294 7 /8"

2"MAX 3 5/8" NON-STRUCTURAL

METAL FRAMING.

CORNER REINFORCEMENT

TYPE 5/8" 'X' GYPSUM BOARD.

3 5/8" NON-STRUCTURAL METAL FRAMING.

TYPE 5/8" 'X' GYPSUM BOARD.

CORNER DETAIL

GYPSUM BOARD, REFER TO PARTITION TYPE

FOR TYPE AND THICKNESS.

NON-STRUCTURAL METAL FRAMING, REFER TO

PARTITION TYPE FOR GAUGE AND SIZE.

RESILIENT BASE, REFER TO FINISH SCHEDULE.

RUST RESISTANT METAL TRACK.

SOUND ATTENUATION BLANKET.

FLOOR, CARPET (TO BE PROVIDED BY OWNER)

ACOUSTIC SEALANT AND BACKER ROD, CONTINUOUS. FIRE STOPPING

SEALANT AND BACKER ROD AT METAL STUD PARTITION TYPE 6.

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PLAN DETAIL -

PARTITION CORNER -

TYPICAL

1 3" = 1'-0"2

SECTION DETAIL -

PARTITION - FLOOR

BASE - TYPICAL

3" = 1'-0"

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SEE SCHEDULE

3'- 6"

2'- 8"

SEE SCHEDULE

6" 6"

THROAT + 1"

PARTITION, VERIFY THROAT WIDTH.

CONTINUOUS SEALANT AT EACH FACE.

SOUND ATTENUATION BLANKET.

HOLLOW METAL DOOR FRAME.

FILL WITH SOUND ATTENUATION BLANKET.

2 2

5/8

1/2 1/2

THROAT

6" (20 GAUGE) NON-STRUCTURAL

METAL FRAMING WITH TRACK AT

TOP AND BOTTOM.

THROAT + 1"

PARTITION, VERIFY THROAT WIDTH.

CONTINUOUS SEALANT AT EACH FACE

SOUND ATTENUATION BLANKET.

HOLLOW METAL DOOR FRAME.

FILL WITH SOUND ATTENUATION BLANKET.

PROVIDE NON-STRUCTURAL METAL

FRAMING, MATCH AND ALIGN WITH METAL

STUDS IN EXISTING WALL.

2 2

5/8

1/2 1/2

THROAT

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DOOR AND DOOR FRAME SCHEDULE

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DOOR FRAME

D W

REMARKS

DIMENSIONS

TYPE M

DETAIL

W H T HEAD JAMB SILL

1/4" = 1'-0"

DOOR FRAME TYPE - 1

1/4" = 1'-0"

DOOR TYPE - HG

A. CONTRACTOR SHALL REVIEW KEYING OF DOOR WITH

OWNER PRIOR TO FABRICATION OF CORE. KEY INTO OWNERS

EXISTING MASTER KEY SYSTEM.

B. DOOR HANDLES SHALL BE OF THE LEVER TYPE AND SHALL

MEET ALL ADA GUIDELINES.

C. DOOR EQUIPPED WITH LOCK SHALL ALLOW EGRESS FROM

WITHIN THE ROOM WITHOUT THE USE OF KEYS, SPECIAL TOOLS

OR KNOWLEDGE.

1 1/2" = 1'-0"3

DOOR DETAIL - HEAD

DOOR SCHEDULE LEGEND

HM = HOLLOW METAL

HG = HALF GLASS

WD = WOOD

GL-1 = 1/4" INTERIOR TEMPERED GLAZING

1 2 1 1/2" = 1'-0"4

DOOR DETAIL - JAMB

NEW 3' - 0" 7' - 0" 1 3/4" HG WD GL-1 HM 1 3 4 2/31 2

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OFFICE

TOILET ROOM

VESTIBULE

100V

OFFICE

NEW 112A

112B

100V

TECH STATIONS

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FINISH SCHEDULE

ROOM NO. ROOM DESCRIPTION

FLOOR

BASE

FLOOR

MATERIAL

WALL FINISH CEILING

REMARKSNORTH EAST SOUTH WEST MATERIAL FINISH

NEW OFFICE NEW RB-1 CPT-1 P-1B P-1B P-1B P-1B ACT-1 -

MFR:

COLOR:

NOTE:

GLOSS LEVEL:

SHERWIN WILLIAMS

COLOR TO BE SELECTED AND APPROVED

BY THE OWNER

WALLS AND DOOR FRAME

INTERIOR PAINTING (P-1B)

MFG:

PATTERN:

COLLECTION:

STYLE

COLOR:

SIZE:

BACKING:

INSTALLATION:

CARPET (CPT-1) (CARPET TILE WILL BE PROVIDED BY OWNER)

INTERFACE

NON DIRECTIONAL

TRANSFORMATION

TO BE SELECTED AND APPROVED BY THE OWNER

50cm X 50cm

GLASBAC SEE MANUFACTURER'S

RECOMMENDATION

NON DIRECTIONAL (REFER TO IMAGE BELOW)

MEET THE REQUIREMENTS OF FF1-70

OF THE FLAMMABLE FABRICS ACT, BY

THE US CONSUMER PRODUCT

SAFETY COMMISSION.

MFR:

STYLE:

COLOR:

SIZE:

JOHNSONITE

RUBBER COVE BASE

COLOR TO BE SELECTED AND APPROVED BY

THE OWNER

4" HIGH

FLOOR BASE (RB-1)

B EGGSHELL / EG-SHEL / SATIN

SHEEN LEGEND

FINISH FLOOR LEGEND

EXISTING AREA TO REMAIN

NO REQUIRED WORK

UNLESS NOTED OTHERWISE.

CARPET TILE

ACOUSTICAL CEILING TILE ACT-1

PAINT P-XX

RESILIENT BASE RB-X

CARPET, TILE CPT-X

FINISH SYMBOLS LEGEND

SHEEN, REFER TO SHEEN

LEGEND BELOW

ANY REQUIRED TILES WILL

BE PROVIDED BY FACILITY

INTERIOR FINISH GENERAL NOTES

A. PROVIDE RESILIENT TRANSITION STRIP AT ALL FLOOR FINISH

MATERIAL TRANSITIONS, UON ALL TRANSITIONS OCCUR ON

ROOM SIDE.

B. PAINT NEWLY CONSTRUCTED PARTITIONS AND DOOR FRAMES

TO MATCH ADJACENT SURFACES.

C. GLOSS LEVEL FOR ALL PAINT SHALL COMPLY WITH SPEC.

SECTION 09 91 23 - INTERIOR PAINTING.

EXISTING

POWER/COM BOX

110 TECH STATIONS RB-1 - P-1B - - P-1B ACT-1 -

0' 2' 4' 6'

1/4" = 1'-0"

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05 40 00 - COLD-FORMED METAL FRAMING

1. SPECIFICATIONS AND STANDARDS:

A. STRUCTURAL PROPERTIES OF COLD-FORMED METAL FRAMING SHALL BE COMPUTED IN

ACCORDANCE WITH AISI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL

STRUCTURAL MEMBERS" AND SHALL BEPUBLISHED IN THE MANUFACTURERS CATALOG.

B. WELDING SHALL BE PERFORMED ONLY BY QUALIFIED OPERATORS USING PROPER EQUIPMENT

FOR THE PARTICULAR TYPE OF WORK REQUIRED.

C. AWS STANDARD WELDING SYMBOL.

D. AWS D1.3 SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES.

2. MATERIALS:

A. ALL STUDS SHALL HAVE A MINIMUM FLANGE WIDTH OF 1 5/8” AND BE A MINIMUM OF 20

GAGE (33 MIL).

B. MEMBERS 54 MILS AND HEAVIER: ASTM A1003, GRADE 50, TYPE H.

C. MEMBERS 43 MILS AND LIGHTER: ASTM A1003, GRADE 33, TYPE H.

D. TRACK AND BRIDGING MATERIALS: ASTM A1003, GRADE 33, TYPE H.

E. FRAMING SHALL BE GALVANIZED PER ASTM A653, G60.

F. WELDING ELECTRODES: AWS A5.1, A5.5 OR A5.18 SERIES E60.

3. CONNECTIONS:

A. CUT FRAMING COMPONENTS TO FIT SQUARELY AGAINST ABUTTING MEMBERS AND HOLD

FIRMLY IN POSITION UNTIL PROPERLY FASTENED.

B. PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING.

C. WIRE TYING OF STRUCTURAL FRAMING COMPONENTS IS NOT PERMITTED.

D. COMPONENTS SHALL BE FASTENED TOGETHER WITH A MINIMUM OF 2-#8 SCREWS OR AS

SHOWN ON THE DRAWINGS.

4. MISCELLANEOUS REQUIREMENTS:

A. ATTACH TRACK TO THE FLOOR AND OVERHEAD STRUCTURE AS NOTED.

B. SEAT STUDS SQUARELY TO THE FLOOR AND OVERHEAD TRACK AND CONNECT AS NOTED.

C. SPLICES IN MEMBERS ARE NOT PERMITTED WITHOUT APPROVAL OF THE STRUCTURAL

ENGINEER.

D. DO NOT ALLOW AXIAL LOADS TO STUDS UNTIL ALL BRIDGING, CONNECTIONS, AND

ATTACHMENT OF COLLATERAL MATERIALS ARE COMPLETE.

E. INSTALL BRIDGING IN WALL. SPACE BRIDGING AT 4'-0” C/C MAX OR IN ACCORDANCE WITH

THE MANUFACTURER'S RECOMMENDATIONS.

F. MAXIMUM STUD SPACING SHALL BE 16” C/C UNLESS NOTED OTHERWISE.

08 14 16 - WOOD DOORS

1. SPECIFICATIONS AND STANDARDS:

A. FIVE-PLY FLUSH WOOD VENEER-FACED DOORS FOR TRANSPARENT FINISH.

B. PERFORMANCE GRADE: ANSI/WDMA I.S. 1A HEAVY DUTY.

2. MATERIALS:

A. ACCEPTED MANUFACTURER: MARSHFIELD-ALGOMA DOORS (FORTE OPENING SOLUTIONS).

B. STYLE: ASPIRE.

I. SPECIES: WHITE MAPLE, PREMIUM “A” GRADE.

II. CUT: PLAIN SLICED (FLAT CUT).

III. MATCH BETWEEN VENEER LEAVES: BOOK MATCH.

IV. ASSEMBLY OF VENEER LEAVES ON DOOR FACES: FLITCHES X RUNNING MATCH.

V. COLOR TO MATCH EXISTING DOORS.

C. PROVIDE STRUCTURAL COMPOSITE LUMBER CORE (TYPE DSCL 1).

D. DOOR STILES TO BE SELECT WHITE MAPLE TO MATCH DOOR FACE. TOP AND BOTTOM RAILS

WILL BE DOOR MANUFACTURER'S STANDARD.

E. GLAZED LITE WITH ¼ INCH TEMPERED GLASS.

I. LITE OPENING SHALL BE FURNISHED WITH SAME SPECIES RECESSED VENEER

WRAPPED WOOD BEADS. STRAIGHT BEAD.

II. GLAZING: FACTORY-INSTALLED.

3. FABRICATION:

A. FACTORY FIT DOORS TO SUIT EXISTING FRAME-OPENING SIZES. CONTRACTOR IS REQUIRED

TO FIELD MEASURE DOOR FRAMES PRIOR TO ORDERING DOORS.

I. COMPLY WITH CLEARANCE REQUIREMENTS OF REFERENCED QUALITY STANDARD

FOR FITTING UNLESS OTHERWISE INDICATED.

B. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED.

I. LOCATE HARDWARE TO COMPLY WITH DHI-WDHS-3.

II. COMPLY WITH HARDWARE SCHEDULE, ANSI/BHMA-156.115-W, AND HARDWARE

TEMPLATES.

III. COORDINATE WITH HARDWARE MORTISES IN METAL FRAMES, TO VERIFY

DIMENSIONS AND ALIGNMENT BEFORE FACTORY MACHINING.

C. FACTORY FINISHING:

I. COMPLY WITH ARCHITECTURAL WOODWORK STANDARDS GRADE CUSTOM QUALITY

STANDARD FOR FACTORY FINISHING.

II. FINISH: ARCHITECTURAL WOODWORK STANDARDS SYSTEM-9, UV CURABLE

POLYESTER/URETHANE; WOOD STAINED. STAIN COLOR TO BE SELECTED FROM

ACTUAL WOOD SAMPLES PROVIDED BY CONTRACTOR FROM THE DOOR

MANUFACTURER.

4. INSTALLATION:

A. INSTALL DOORS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND

REFERENCED QUALITY STANDARD, AND AS INDICATED.

B. ALIGN AND FIT DOORS IN FRAMES WITH UNIFORM CLEARANCES AND BEVELS AS INDICATED

BELOW.

C. DO NOT TRIM STILES AND RAILS IN EXCESS OF LIMITS SET BY MANUFACTURER.

D. CLEARANCES:

I. PROVIDE 1/8 INCH AT HEADS, JAMBS, AND BETWEEN PAIRS OF DOORS.

II. PROVIDE 1/8 INCH FROM BOTTOM OF DOOR TO TOP OF DECORATIVE FLOOR FINISH

OR COVERING.

E. FACTORY-FINISHED DOORS: RESTORE FINISH BEFORE INSTALLATION IF FITTING OR

MACHINING IS REQUIRED AT PROJECT SITE.

F. ADJUSTING: REHANG OR REPLACE DOORS THAT DO NOT SWING OR OPERATE FREELY.

08 71 00 - DOOR HARDWARE

1. FABRICATION:

A. PROVIDE DOOR HARDWARE MANUFACTURED TO COMPLY WITH PUBLISHED TEMPLATES

GENERALLY PREPARED FOR MACHINE, WOOD, AND SHEET METAL SCREWS. PROVIDE SCREWS

ACCORDING TO MANUFACTURER'S RECOGNIZED INSTALLATION STANDARDS FOR APPLICATION

INTENDED.

B. FINISH EXPOSED SCREWS TO MATCH HARDWARE FINISH.

C. PROVIDE CONCEALED FASTENERS WHEREVER POSSIBLE FOR HARDWARE UNITS EXPOSED

WHEN DOOR IS CLOSED.

D. PROVIDE SCREWS, BOLTS, EXPANSION SHIELDS, DROP PLATES AND OTHER DEVICES

NECESSARY FOR HARDWARE INSTALLATION.

2. HINGES:

A. MANUFACTURER AND PRODUCT:

I. IVES 5BB1: 4.5” X 4.5”, FINISH 640

B. REQUIREMENTS:

I. PROVIDE HINGES CONFORMING TO ANSI/BHMA A156.1.

II. PROVIDE FIVE KNUCKLE, BALL BEARING HINGES.

III. 1-3/4 INCH (44 MM) THICK DOORS, UP TO AND INCLUDING 36 INCHES (914 MM)

WIDE: INTERIOR -STANDARD WEIGHT, STEEL, 4-1/2 INCHES (114 MM) HIGH.

IV. ADJUST HINGE WIDTH FOR DOOR, FRAME, AND WALL CONDITIONS TO ALLOW

PROPER DEGREE OF OPENING.

V. PROVIDE THREE HINGES PER DOOR LEAF.

VI. HINGE PINS: STEEL HINGES: STEEL PINS

3. LOCK SET:

A. MANUFACTURER AND PRODUCT:

I. FALCON LOCK: MA521BDC-BRW-N, FINISH 613. LEFT HAND, STD LATCH AND

STRIKE

B. REQUIREMENTS:

I. PROVIDE MORTISE LOCKSET CONFORMING TO ANSI A156.13 SERIES 1000, GRADE 1,

AND SECURITY GRADE 1.

II. PROVIDE LOCKS WITH STANDARD 2-3/4 INCH BACKSET WITH 3/4-INCH LATCH

THROW.

III. PROVIDE STANDARD NON-HANDED CURVED LIP STRIKES.

4. PERMANENT CORE:

A. MANUFACTURER AND PRODUCT:

I. FALCON LOCK: C607 X CKC X DND, FINISH 606.

B. REQUIREMENTS:

I. PERMANENT KEYING: PROVIDE PERMANENT CYLINDERS/CORES KEYED BY THE

MANUFACTURER ACCORDING TO ODNR MASTER KEYING SYSTEM.

II. MATERIAL: NICKEL SILVER; MINIMUM THICKNESS OF .107-INCH (2.3MM).

III. PATENT PROTECTION: KEYS AND BLANKS PROTECTED BY ONE OR MORE UTILITY

PATENT(S).

IV. CHANGE (DAY) KEYS: 3 PER CYLINDER/CORE THAT IS KEYED DIFFERENTLY.

5. DOOR STOPS:

A. MANUFACTURER AND PRODUCT:

I. IVES: WS406CVX, FINISH 613.

B. REQUIREMENTS:

I. PROVIDE WALL DOOR STOP TO MEET ANSI 156.16 L22201.

II. PROVIDE DOOR STOP AT EACH DOOR LEAF.

6. INSTALLATION:

A. MOUNT DOOR HARDWARE UNITS AT HEIGHTS TO COMPLY WITH ANSI/WDMA I.S. 1A AND DHI

TDH-007-20.

B. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS USING ONLY FASTENERS PROVIDED BY THE MANUFACTURER.

C. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON

SUBSTRATE. PROTECT ALL INSTALLED HARDWARE DURING PAINTING.

D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE

ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION.

E. DRILL AND COUNTERSINK UNITS THAT ARE NOT FACTORY PREPARED FOR ANCHORAGE

FASTENERS. SPACE FASTENERS AND ANCHORS ACCORDING TO INDUSTRY STANDARDS.

F. INSTALL OPERATING PARTS SO THEY MOVE FREELY AND SMOOTHLY WITHOUT BINDING,

STICKING, OR EXCESSIVE CLEARANCE.

09 29 00 - GYPSUM BOARD

1. MATERIALS:

A. GYPSUM WALLBOARD: ASTM C1396-C1396M.

I. MANUFACTURERS: USG, GOLD BOND BUILDING PRODUCTS, AND CERTAINTEED /

SAINT GOBAIN.

II. THICKNESS: 5/8 INCH.

III. LONG EDGES: TAPERED AND FEATURED (ROUNDED OR BEVELED) FOR PREFILLING.

B. INTERIOR TRIM: ASTM C1047.

I. MATERIAL: GALVANIZED OR ALUMINUM-COATED STEEL SHEET OR ROLLED ZINC OR

POLYVINYL CHLORIDE.

II. SHAPES: CORNERBEAD, BULLNOSE BEAD, LC-BEAD: J-SHAPED (EXPOSED LONG

FLANGE RECEIVES JOINT COMPOUND), ANDL-BEAD: L-SHAPED (EXPOSED

LONG FLANGE RECEIVES JOINT COMPOUND).

C. JOINT TREATMENT MATERIALS: COMPLY WITH ASTM C475-C475M.

I. PREFILLING: AT OPEN JOINTS, ROUNDED OR BEVELED PANEL EDGES, AND

DAMAGED SURFACE AREAS, USE SETTING-TYPE TAPING COMPOUND.

II. EMBEDDING AND FIRST COAT: FOR EMBEDDING TAPE AND FIRST COAT ON JOINTS,

FASTENERS, AND TRIM FLANGES, USE DRYING-TYPE, ALL-PURPOSE COMPOUND.

III. FILL COAT: FOR SECOND COAT, USE SETTING-TYPE, SANDABLE TOPPING

COMPOUND.

IV. FINISH COAT: FOR THIRD COAT, USE SETTING-TYPE, SANDABLE TOPPING

COMPOUND.

09 29 00 - GYPSUM BOARD (CONTINUED)

D. AUXILIARY MATERIALS:

I. STEEL DRILL SCREWS: ASTM C1002.

II. SOUND-ATTENUATION BLANKET: ASTM C665, TYPE I (BLANKETS WITHOUT

MEMBRANE FACING) PRODUCED BY COMBINING THERMOSETTING RESINS WITH

MINERAL FIBERS MANUFACTURED FROM GLASS, SLAG WOOL OR ROCK WOOL.

E. INSTALLATION:

I. INSTALL PANELS WITH FACE SIDE OUT. BUTT PANELS TOGETHER FOR A LIGHT

CONTACT AT EDGES AND ENDS WITH NOT MORE THAN 1/16 INCH OF OPEN SPACE

BETWEEN PANELS.

II. LOCATE EDGE AND END JOINTS OVER SUPPORTS. DO NOT PLACE TAPERED EDGES

AGAINST CUT EDGES OR ENDS. STAGGER VERTICAL JOINTS ON OPPOSITE SIDES OF

PARTITIONS. DO NOT MAKE JOINTS OTHER THAN CONTROL JOINTS AT CORNERS

OF FRAMED OPENINGS.

III. ATTACHMENT TO STEEL FRAMING: ATTACH PANELS SO LEADING EDGE OR END OF

EACH PANEL IS ATTACHED TO OPEN (UNSUPPORTED) EDGES OF STUD FLANGES

FIRST.

IV. INSTALL SOUND ATTENUATION BLANKETS BEFORE INSTALLING GYPSUM PANELS

UNLESS BLANKETS ARE READILY INSTALLED AFTER PANELS HAVE BEEN INSTALLED

ON ONE SIDE.

V. ON PARTITIONS/WALLS, APPLY GYPSUM PANELS HORIZONTALLY (PERPENDICULAR

TO FRAMING) AND MINIMIZE END JOINTS. STAGGER ABUTTING END JOINTS NOT

LESS THAN ONE FRAMING MEMBER IN ALTERNATE COURSES OF PANELS.

VI. FASTENING METHODS: APPLY GYPSUM PANELS TO SUPPORTS WITH STEEL DRILL

SCREWS.

F. FINISHING:

I. GENERAL: TREAT GYPSUM BOARD JOINTS, INTERIOR ANGLES, EDGE TRIM,

CONTROL JOINTS, PENETRATIONS, FASTENER HEADS, SURFACE DEFECTS, AND

ELSEWHERE AS REQUIRED TO PREPARE GYPSUM BOARD SURFACES FOR

DECORATION. PROMPTLY REMOVE RESIDUAL JOINT COMPOUND FROM ADJACENT

SURFACES.

II. PREFILL OPEN JOINTS, ROUNDED OR BEVELED EDGES, AND DAMAGED SURFACE

AREAS.

III. APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS, EXCEPT FOR TRIM PRODUCTS

SPECIFICALLY INDICATED AS NOT INTENDED TO RECEIVE TAPE.

IV. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVEL 4 AND IN ACCORDANCE

WITH ASTM C840.

V, APPLY ONE COAT OF PRIMER SEALER, ONE INTERMEDIATE COAT AND ONE

TOPCOAT OF PAINT.

09 68 13 - TILE CARPETING

1. MATERIALS:

A. CARPET TILES PROVIDED BY OWNER.

B. ADHESIVES: WATER-RESISTANT, MILDEW-RESISTANT, NONSTAINING, PRESSURE-SENSITIVE

TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED, THAT COMPLY WITH

FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET TILE, AND ARE RECOMMENDED BY

CARPET TILE MANUFACTURER FOR RELEASABLE INSTALLATION.

C. METAL EDGE/TRANSITION STRIPS: EXTRUDED ALUMINUM WITH MILL FINISH OF PROFILE AND

WIDTH SHOWN, OF HEIGHT REQUIRED TO PROTECT EXPOSED EDGE OF CARPET, AND OF

MAXIMUM LENGTHS TO MINIMIZE RUNNING JOINTS.

2. INSTALLATION:

A. GENERAL: COMPLY WITH THE CARPET AND RUG INSTITUTE'S CRI 104, SECTION 10, "CARPET

TILE," AND WITH CARPET TILE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.

B. INSTALLATION METHOD: GLUE DOWN; INSTALL EVERY TILE WITH FULL-SPREAD, RELEASABLE, PRESSURE-SENSITIVE ADHESIVE.

C. MAINTAIN DYE-LOT INTEGRITY. DO NOT MIX DYE LOTS IN SAME AREA.

D. MAINTAIN PILE-DIRECTION PATTERNS INDICATED ON DRAWINGS.

E. CUT AND FIT CARPET TILE TO BUTT TIGHTLY TO VERTICAL SURFACES, PERMANENT

FIXTURES, AND BUILT-IN FURNITURE INCLUDING CABINETS, PIPES, OUTLETS, EDGINGS,

THRESHOLDS, AND NOSINGS. BIND OR SEAL CUT EDGES AS RECOMMENDED BY CARPET TILE

MANUFACTURER.

F. EXTEND CARPET TILE INTO TOE SPACES, DOOR REVEALS, CLOSETS, OPEN-BOTTOMED

OBSTRUCTIONS, REMOVABLE FLANGES, ALCOVES, AND SIMILAR OPENINGS.

G. MAINTAIN REFERENCE MARKERS, HOLES, AND OPENINGS THAT ARE IN PLACE OR MARKED

FOR FUTURE CUTTING BY REPEATING ON CARPET TILE AS MARKED ON SUBFLOOR. USE

NONPERMANENT, NONSTAINING MARKING DEVICE.

H. INSTALL PATTERN PARALLEL TO WALLS AND BORDERS.

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AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

O&G ENGINEERING

AutoCAD SHX Text

DESIGN UNIT

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 08/26/2025

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REVISION

AutoCAD SHX Text J.D.A.

INSTRUCTIONS:

ITEM DESCRIPTION LABOR MATERIAL QUANTITY ITEM

UNIT TOTAL

1. $ 3,000

2. $ $ $ 0

3. $ $ $ 0

4. $ $ $ 0

Addendum Number: Initial: Addendum Number: Initial:

Bid Submitted By

Company Name:

Company Address:

Company Contact:

Contact Phone Number:

Contact Email Addres:

Carpet & Cove Base, Complete Lump Sum

TOTAL BID INDIVIDUAL CONTRACT I - GENERAL……………………….. $

*********PLEASE INITIAL AND ACKNOWLEDGE RECEIPT OF ADDENDA*********

Lump SumDoor & Frame, Complete

INDIVIDUAL CONTRACT I - GENERAL BASE BID

ALLOWANCE

Unforeseen Conditions Allowance

LUMP SUM

Lump SumWall Partitions, Complete

ODNR OIL & GAS

SALT FORK OFFICE PARTITIONS

GUERNSEY COUNTY, OHIO

BID SCHEDULE

Complete the bid schedule completely. Bidders shall complete labor, material, and item total prices for all items in the bid schedule. For lump sum items, the item total shall be the sum of the total labor and total material prices for that item. For unit price items, the item total shall be the sum of the labor and material unit prices multiplied by the item quantity.

Page 1 of 19 ODNR Legal Form Rev. Apr. 11, 2023

ODNR SERVICES AGREEMENT - EXAMPLE

This Agreement (“Agreement”) is between the OHIO DEPARTMENT OF NATURAL RESOURCES, acting through its NAME OF DIVISION/OFFICE (“ODNR”), with offices located at 2045 Morse Road, Columbus, Ohio 43229, and NAME OF CONTRACTOR (“Contractor”) with offices located at Street Address, City, State ZIP.

The parties agree as follows:

I. NATURE OF AGREEMENT

A. Contractor shall be engaged as an independent contractor to fulfill the terms of this Agreement and to act as a contractor to ODNR. It is specifically understood that the nature of the services to be rendered under this Agreement are of such a nature that ODNR shall be the sole judge of the adequacy of such services.

B. ODNR enters into this Agreement in reliance upon Contractor’s representations that it has the necessary expertise and experience to perform its obligations hereunder, and Contractor warrants that it does possess the necessary expertise and experience.

C. Contractor shall perform the services to be rendered under this Agreement and ODNR shall not hire, supervise, or pay any assistants to Contractor in its performance of services under this Agreement. ODNR shall not be required to provide any training to Contractor to enable it to perform services required hereunder.

II. NOTICES

A. Except to the extent expressly provided otherwise herein, all notices, consents, and communications required hereunder (each, a “Notice”) shall be in writing and shall be deemed to have been properly given when: 1) hand delivered with delivery acknowledged in writing; 2) sent by U.S. Certified mail, return receipt requested, postage prepaid; 3) sent by overnight delivery service (Fed Ex, UPS, etc.) with receipt;

or 4) sent by email. Notices shall be deemed given upon receipt thereof, and shall be sent to the addresses set forth below. Notwithstanding the foregoing, notices sent by email shall be effectively given only upon acknowledgement of receipt by the receiving party. Any party may change its address for receipt of Notices upon notice to the other party. If delivery cannot be made at any address designated for Notices, a Notice shall be deemed given on the date on which delivery at such address is attempted.

Contractor Contact:

Name Title Organization Address City State ZIP Phone # Email

ODNR Contact:

Name Title ODNR Division/Office Name Address City State ZIP Phone # Email

Services Agreement between ODNR and Contractor Name

Legal Contract ID #

Page 2 of 19 ODNR Legal Form Rev. Apr.11, 2023

III. SCOPE OF WORK

A. Contractor shall perform the services (the “Work”) set forth in the attached Exhibit 1, Scope of Work, which is incorporated as part of this Agreement.

B. In order to facilitate the Work, ODNR shall provide the resources set forth in Exhibit 1, Scope of Work.

IV. TIME OF PERFORMANCE

A. The Work shall be commenced on or after the date of an approved purchase order.

B. The Work shall be concluded on or before Performance End Date. As the current General Assembly cannot commit a future General Assembly to expenditures, this Agreement shall terminate no later than End Date of Current Biennium.

C. Upon mutual, written consent prior to the termination date, and subject to appropriation, the parties may renew this Agreement on the same terms and conditions.

D. It is expressly agreed by the parties that none of the rights, duties, and obligations herein shall be binding on either party if award of this Agreement would be contrary to the terms of Ohio Revised Code (“R.C.”) Sections 3517.13, 127.16, or R.C. Chapter 102.

V. COMPENSATION

A. ODNR shall pay Contractor no more than $###,###,###.## for the Work.

B. The total amount due and its manner and schedule of payment shall be computed according to the cost schedule established in Exhibit 1, Scope of Work.

C. Contractor shall not be reimbursed for travel-related expenses incurred in the performance of the Work.

D. Contractor must receive a purchase order from ODNR prior to filling an order or performing any of the Work.

E. After Contractor receives a purchase order, Contractor shall submit an Insert Invoice Frequency (quarterly, monthly, etc.) invoice for the Work performed consistent with this Article V, Compensation. Each invoice shall contain an itemization of the Work performed, including dates the Work was performed and total hours worked, if required by Paragraph B, above, the location or address where the Work was performed, and the sum due at that time pursuant to this Agreement. All invoices shall contain Contractor's name and address and purchase order number. Invoices are to be sent to Ohio Shared Services via email to invoices@ohio.gov, by fax to 614-485-1039, or by mail to P. O. Box 182880, Columbus, Ohio 43218-2880.

After receipt and approval by ODNR of an invoice, as defined in R.C. § 125.01(B), payment will be made pursuant to R.C. § 126.30. Defective or improper invoices may be returned unprocessed, delaying payment.

mailto:invoices@ohio.gov

Page 3 of 19 ODNR Legal Form

F. In the event that any customer of Contractor negotiates a lower fee structure for the Work or comparable services Contractor shall promptly notify ODNR and shall extend the lower negotiated rate to ODNR retroactively to the first date the lower rate was offered to another customer.

VI. CERTIFICATION OF FUNDS / NON-APPROPRIATION

A. It is expressly understood and agreed by the parties that none of the rights, duties, and obligations described in this Agreement shall be binding on either party until all relevant statutory provisions of the Ohio Revised Code, including, but not limited to, R.C. § 126.07, have been met, and until such time as all necessary funds are available or encumbered and, when required, such expenditure of funds is approved by the Controlling Board of the State of Ohio, or in the event that grant funds are used, until such time that ODNR gives Contractor written notice that such funds have been made available to ODNR by ODNR’s funding source.

VII. TERMINATION OF CONTRACTOR’S SERVICES

A. ODNR may, at any time prior to completion of the Work, suspend or terminate this Agreement with or without cause by giving written notice to Contractor.

B. If the Work includes divisible services, ODNR may, at any time prior to completion of the Work, by giving written notice to Contractor, suspend or terminate any one or more such portions of the Work.

C. Contractor, upon receipt of notice of suspension or termination, shall cease work on the suspended or terminated activities under this Agreement, suspend or terminate all subcontracts relating to the suspended or terminated activities, take all necessary or appropriate steps to limit disbursements and minimize costs, and, if requested by ODNR, furnish a report, as of the date Contractor receives notice of suspension or termination, describing the status of all Work, including, without limitation, results, conclusions resulting therefrom, and any other matters ODNR requires.

D. If this Agreement is terminated without cause, Contractor shall be paid for services rendered up to the date Contractor receives notice of suspension or termination, less any payments previously made, provided Contractor has supported such payments with detailed factual data containing Work performed and hours worked. In the event of suspension or termination, any payments made by ODNR for which Contractor has not rendered services shall be refunded.

E. If this Agreement is terminated for cause as the result of the Contractor committing a material breach of the Agreement, the Contractor shall not be entitled to further payment. If the unpaid balance of the amount identified in paragraph V.A. above is exceeded by the costs of finishing the Work and other damages incurred by ODNR and not expressly waived, the Contractor shall immediately pay the amount of the insufficiency to ODNR. This obligation for payment shall survive termination of this Agreement.

F. If this Agreement is terminated prior to completion of the Work, Contractor shall deliver to ODNR all work products and documents which have been prepared by Contractor in the course of performing the Work.

All such materials shall become and remain the property of ODNR, to be used in such manner and for such purpose as ODNR may choose.

Page 4 of 19 ODNR Legal Form

G. Contractor agrees to waive any right to, and shall make no claim for, additional compensation against ODNR by reason of any suspension or termination.

H. Contractor may terminate this Agreement upon ninety (90) days’ prior written notice to ODNR.

VIII. RELATIONSHIP OF PARTIES

A. Contractor shall be responsible for all of its own business expenses, including, but not limited to, computers, email and internet access, software, phone service, and office space. Contractor will also be responsible for all licenses, permits, employees’ wages and salaries, insurance of every type and description, and all business and personal taxes, including income and Social Security taxes and contributions for Workers’ Compensation and Unemployment Compensation coverage, if any, unless payment for any such item is specifically provided for herein or in the purchase order.

B. While Contractor shall be required to render services described hereunder for ODNR during the term of this Agreement, nothing herein shall be construed to imply, by reason of Contractor’s engagement hereunder as an independent contractor, that ODNR shall have, or may exercise, any right of control over Contractor with regard to the manner or method of Contractor’s performance of services hereunder.

C. Except as expressly provided herein, neither party shall have the right to bind or obligate the other party in any manner without the other party’s prior written consent.

D. It is fully understood and agreed that Contractor is an independent contractor and neither Contractor nor its personnel shall at any time, or for any purpose, be considered as agents, servants, or employees of ODNR or the State of Ohio.

E. For any employees or subcontractors working onsite at any ODNR location, Contractor understands that these employees or subcontractors are subject to a background check conducted by ODNR. Such a background check may include criminal records, tax records, driving records, and verification of academic credentials or degrees. ODNR may also conduct drug testing, field investigation, and polygraph examinations of certain employees of the Contractor or its subcontractors, if ODNR believes such action is necessary. ODNR reserves the right to refuse access to the job site at any time if ODNR determines in its discretion that Contractor’s employee or subcontractor presents a potential security threat or if there is a change in the results of the background check at any time during the completion of the Work.

IX. RECORD KEEPING

A. During performance of this Agreement and for a period of three (3) years after its completion, Contractor shall maintain auditable records of all charges pertaining to this Agreement and shall make such records available to ODNR as ODNR may reasonably require.

B. Contractor shall, for the purpose of compliance with R.C. § 145.036, provide ODNR with a list of all individuals who will provide services under this Agreement, but only if Contractor has no more than four employees.

Page 5 of 19 ODNR Legal Form

X. RELATED AGREEMENTS

A. All Work is to be performed by Contractor, who may subcontract without ODNR’s approval for the purchase of articles, supplies, components, or special mechanical services that do not involve the type of work or services described in Exhibit 1, Scope of Work, but which are required for satisfactory completion of the Work.

1. Contractor shall not enter into subcontracts related to the Work without prior written approval by ODNR. All subcontracted work shall be at Contractor’s expense.

2. Contractor shall furnish to ODNR a list of all subcontractors, their addresses, tax identification numbers, and the dollar amount of each subcontract.

B. Contractor shall bind its subcontractors to the terms of this Agreement, so far as applicable to the work of the subcontractor, and shall not agree to any provision which seeks to bind ODNR to terms inconsistent with, or at variance from, this Agreement.

C. Contractor warrants that it has not entered into, nor shall it enter into, other agreements, without prior written approval of ODNR, to perform substantially identical work for the State of Ohio such that the Work duplicates the work called for by the other agreements.

XI. RIGHTS IN DATA AND COPYRIGHTS / PUBLIC USE

A. ODNR shall have unrestricted authority to reproduce, distribute, and use (in whole or in part) any reports, data, or materials prepared by Contractor pursuant to this Agreement. No such documents or other materials produced (in whole or in part) with funds provided to Contractor by ODNR shall be subject to copyright by Contractor in the United States or any other country. If Contractor has reason to believe that use of a specified item is subject to patent or copyright protection, Contractor shall immediately notify

ODNR.

B. Contractor agrees that all original works created under this Agreement shall be made freely available to the general public to the extent permitted or required by law until and unless specified otherwise by ODNR. Any request for distribution received by Contractor shall be promptly referred to ODNR.

XII. CONFIDENTIALITY

A. Contractor shall not discuss or disclose any Confidential Information, defined in Exhibit 2, obtained pursuant to its obligations under this Agreement without the prior written consent of ODNR.

B. Contractor acknowledges that this Agreement is subject to the requirements, conditions, and restrictions set forth in IRS Publication 1075 (the “Publication”). The IRS may from time-to-time revise, amend, or replace the Publication, which is available online at: (http://www.irs.gov/pub/irs-pdf/p1075.pdf). The terms set forth in the attached Exhibit 3 are fully incorporated as part of this Agreement.

C. The Contractor agrees not to use advertising, news releases, sales promotions, or other publicity matters relating to any product or service furnished by the Contractor wherein ODNR’s name is mentioned, or

Page 6 of 19 ODNR Legal Form language used from which a connection with ODNR may be reasonably inferred, without the prior written consent of ODNR.

D. Any obligations under this Agreement regarding confidentiality are subject to applicable law, including the Ohio Public Records Act set forth in R.C. Chapter 149. The disclosure of records by ODNR pursuant to the Ohio Public Records Act shall not be a breach of this Agreement and shall not constitute a waiver of Contractor’s obligations under this Article XII as to any records disclosed pursuant to a request for public records. Contractor shall clearly identify any information or data that it deems Confidential or Proprietary.

If ODNR receives a public records request for records that contain Confidential or Proprietary information, ODNR shall provide notice to Contractor, and Contractor shall provide ODNR with redacted copies of any such records, redacting only those specific portions of any record that are Confidential or Proprietary.

Contractor may, at its sole discretion and expense, seek a judicial order preventing disclosure of such information.

XIII. WARRANTY

A. Contractor warrants and represents that each of its employees, subcontractors, and agents assigned to perform any services under the terms of this Agreement shall have the skills, training, and background reasonably commensurate with their level of performance or responsibility, so as to be able to perform in a competent and professional manner consistent with the degree of quality, skill, and care ordinarily exercised by members of the same profession practicing under similar circumstances and providing services of a similar nature. Contractor further warrants that the services provided hereunder will conform to the requirements of this Agreement. All warranties, including any special warranties specified elsewhere herein, shall inure to the State of Ohio through the Ohio Department of Natural Resources.

XIV. LIABILITY

A. Contractor agrees to indemnify and hold ODNR and the State of Ohio harmless and immune from any and all claims for injury or damages arising from this Agreement which are attributable to Contractor’s own actions or omissions or those of its trustees, directors, officers, employees, subcontractors, suppliers, agents, partners, and joint venturers while acting under this Agreement. Such claims shall include any claims made under the Fair Labor Standards Act or under any other federal or state law involving wages, overtime or employment matters, and any claims involving patents, copyrights, and trademarks.

B. Contractor shall bear all costs associated with defending ODNR and the State of Ohio against any claims.

C. In no event shall either party be liable to the other party for special damages, which include lost profits.

D. Contractor must maintain the insurances identified below and is responsible for all deductibles. All required insurance must: (a) protect the State from claims that may arise out of, are alleged to arise out of, or result from Contractor’s or its subcontractor’s performance; (b) be primary and non-contributing to any comparable liability insurance (including self-insurance) carried out by the State; (c) be provided by a company with an A.M. Best rating of “A” or better, and a financial size of VII or better; and (d) be endorsed to provide ODNR with a 30-day prior written notice of cancellation or material change to the policy.

INSURANCE REQUIREMENTS

Commercial General Liability Insurance

Page 7 of 19 ODNR Legal Form

Required Limits Additional Requirements Minimum Limits:

$1,000,000 Each Occurrence $2,000,000 Aggregate $2,000,000 Products/Completed Operations $100,000 Fire Legal Liability $10,000 Medical Payments $1,200,000 General Aggregate

Policy must cover bodily injury, personal injury, wrongful death, and property damage. Defense cost shall be outside of the policy limits. Policy shall designate “the State of Ohio, its departments, divisions, agencies, offices, commissions, officers, employees, and agents” as additional insureds. Policy shall be endorsed to include a blanket waiver of subrogation.

Commercial Automobile Liability Insurance Minimum Limits:

Combined single limit of $1,000,000

Workers’ Compensation Insurance

Coverage according to applicable laws governing work activities

Employer’s Liability Insurance

$1,000,000 Accident Limit Each Occurrence $1,000,000 Disease Limit Each Employee $1,000,000 Disease Policy Limit

Cyber Liability…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 20, 2025.