PROJECT MANUAL

Knocks Folly Repair, Replacement & Refinish Floors & Stairs

13761 Turners Creek Road Kent County, Maryland 21645

Project Number: EC25-09072-053

January 27, 2026

For The State of Maryland Department of Natural Resources

Engineering and Construction Division Josh Kurtz, Department Secretary

State of Maryland Board of Public Works Wes Moore, Governor

Brooke E. Lierman, Comptroller Dereck E. Davis, Treasurer

TABLE OF CONTENTS

1. Detailed Specifications

A. Scope B. Qualifications of the Contractor C. Site Visit D. Work Schedule E. Standards and Codes F. Materials and Supplies G. Method of Work H. Warranty and Guarantee I. General Requirements

2. Alternates And Unit Prices

A. Alternates B. Unit Prices

3. Drawings/Attachments

A. Details B. Attachments C. Drawings

1. DETAILED SPECIFICATIONS

A. SCOPE:

1. This project consists of the Contractor providing all labor, equipment, materials, supplies, insurance, etc., necessary to repair, replace and refinish wood floors and stairs and replace carpet at the Knocks Folly Visitors Center at Tuckahoe State Park. The project is located at 13761 Turners Creek Road, Kent County, Maryland 21645.

2. The proposed project shall include but is not limited to the following:

a. Inspect and prepare the damaged wood floor areas by removing any debris or adhesives on both first and second floors to include the hallways and vestibule areas. Approximately 1100 SF.

b. Inspect and prepare the wood treads and landings at the main stairwell by removing any debris or adhesive on all stair treads up to and including the third-floor landing. Work is to stop at the first stair tread to the attic.

Approximately 300 SF.

c. Remove the marked damaged floorboard in sections. Remove the marked boards as not to damage the tongue and groove or splines of the adjacent floorboards. Approximately 300 LF to be included in base bid.

d. Be aware and cautious of any replacements that may be under the baseboards as not to damage.

e. Install new floorboards as marked by measuring and cutting the replacement board to fit in each section. Each replacement board shall fit snugly in place.

Using Unit Price #1 due to unknown thickness of the boards.

f. Dutch repairs are to be done to marked boards, by measuring and cutting the replacement board to fit in each section. Approximately 50 LF. Each replacement board shall fit snugly in place. Using Unit Price #1 due to unknown thickness of the boards.

g. Secure the new boards with nails to joist as needed. Fill nail holes with wood putty stained to match. If sistering is needed to adhere the new floor board.

Use Unit Price #2 to sister floor joist below to get proper adhesion and level flooring.

h. Install new 2” x ¾” trim around the all-fireplace hearths.

i. Sand and finish the repaired floor area with fine grit sandpaper. Apply three

(3) coats of Tung Oil to the new area and up to six (6) to older sections of flooring to match. Orbital sanders are not to be used.

j. Sand and finish each stair tread and landing with fine grit sandpaper. Orbital sanders are not to be used.

k. Clean and scrap to remove built up in corners and hard to reach areas around balustrade. Cleaning between each sanding.

l. Apply three (3) coats of Tung Oil to the new area and up to six (6) to older sections of flooring to match.

m. Remove and replace the carpet and padding on the third floor.

n. Removal and proper disposal of all debris off state property. Leave the entire work site in a broom swept condition.

o. Thoroughly clean floors throughout and touch-up existing floor finish as needed.

NOTE: All quantities listed above as approximate shall be confirmed by the contractor for the purpose of bidding. It shall be the responsibility of the contractor to determine the exact quantities.

B. QUALIFICATIONS:

1. The Contractor shall be licensed in the State of Maryland as a General Contractor to perform work associated with this project.

2. The Contractor shall have a minimum of five (5) years’ experience performing construction work of a similar nature.

3. Upon request, the Contractor shall supply to the DNR Project Manager a list of similar projects, which have been successfully completed by the Contractor.

C. SITE VISIT/ INSPECTION:

1. It is suggested the Contractor visit the job site and familiarize himself/herself with the conditions under which the work will be performed. No allowance will be made for errors on the Contractor’s part for failure to take into consideration any conditions or circumstances existing at the site which might affect the specified work.

2. Please contact the Facility Manager Debbie Cooper by calling (410) 820-1668 prior to any site visit other than the pre-bid meeting.

D. SCHEDULE OF WORK:

1. All work shall be scheduled through and approved by the DNR Project Manager and the Facility Manager. During the work initiation meeting.

2. All work shall be Monday through Friday during the normal hours of 8:00 am to 4:30 pm, unless approved by the Project Manager in writing.

3. All work shall be completed within 60 Calendar days of the notice to proceed, unless a written change order extending the time is approved by the DNR Procurement Officer.

4. Use of the premise by the Contractor is to be limited to specified work areas and approved storage areas.

E. STANDARDS AND CODES:

1. All work shall be performed in a top-quality workmanship manner in accordance with the standards of the trade.

2. All work shall meet the Secretary of the Interior’s Standards for the Treatment of Historic Properties.

3. The Contractor shall comply with OSHA (Occupational Safety and Health Administration) and MOSHA (Maryland Occupational Safety and Health Administration) regulations regarding construction safety and health standards throughout the duration of this project.

4. All work shall be performed in accordance with applicable code requirements and standards as defined by the Maryland Code Administration “Maryland Building Performance Standards” (MBPS), and the latest editions of the:

- International Building Code (IBC)

- International Residential Code (IRC)

- International Plumbing Code (IPC)

- International Mechanical Code (IMC)

- National Electric Code (NEC)

- International Energy Conservation Code (IECC)

- Maryland Accessibility Code (MAC)

- National Fire Protection Association 101 Life Safety Code (NFPA)

- International Ground Source Heat Pump Association (IGSHPA)

- Maryland Department of Transportation – State Highway Administration Standard

Specifications for Construction Materials and any local amendments or modifications to the Standards made by the local jurisdiction which may be applicable to the work.

F. MATERIALS AND SUPPLIES:

1. General:

a. All materials shall be as specified or approved equal by the DNR Project Engineer. In the event the Contractor chooses to substitute materials other than those specified, the Contractor shall submit to the DNR Project Engineer all pertinent data to determine the or-equal status. This material shall be submitted to the DNR Project Engineer a minimum of ten (10) days prior to the bid opening. The DNR Project Engineer shall notify the Contractor within five (5) days as to the or-equal status.

b. All materials shall be new and where applicable shall be delivered to the job site with labels intact and legible.

c. The Contractor shall be responsible for the coordination, off-loading and proper storage of all materials and supplies up until the time of the final inspection.

d. Materials shall be stored in a safe area, out of the way of traffic. Storage site location shall be approved by the Project Engineer prior to the storage of any materials on site. All materials and supplies shall be stored up off of the ground surface and protected from weather with a waterproof covering. Any special storage instruction required by the material manufacturer shall be performed by the Contractor as if specified herein.

e. Any materials or work that have not been specifically mentioned, but are necessary for the complete, safe, and satisfactory completion of the project shall be provided by the Contractor as if specified herein.

f. Where applicable, all materials and supplies shall be installed in accordance with the manufacturer’s written instructions as if specified here in.

g. Prior to ordering any material, the Contractor shall submit to the DNR Project

Manager for approval all the manufacturer’s installation booklets and product data sheets

2. Specifics:

a. Wood flooring shall be old growth quarter or rift sawn heart yellow pine or fir with tight growth rings to match the species and dimensions (width and thickness) of the original floor planks. See Unit Price #1

b. Tung Oil products by Watco, Tung oil finish or approved equal.

c. Carpet to be by Shaw Floors, Break Away - Berber #00530, Calm shell or approved equal.

d. Carpet padding shall be ½” or approved equal

Note: The contractor shall, at the end of each workday, inspect then “sweep” the area, with a magnet, and pick up any nails and/or debris

G. METHOD OF WORK:

1. General:

a. All work shall be performed as called for in these written specifications and shown on attached drawings.

b. The Contractor shall coordinate all work with the various trades and suppliers in order to complete the project expeditiously and within the time limits of the contract.

c. All work shall be performed in the best and most professional manner by mechanics skilled in their respective trade. All carpentry work shall be reformed by skilled trim carpenters.

d. Where applicable, all materials and supplies shall be installed in accordance with the manufacturer’s written instructions as if specified herein.

e. Throughout the project, the Contractor shall schedule and coordinate all work with the Park Manager to minimize disruption to daily Park operations.

f. The Contractor shall maintain the job site in a safe, neat, and orderly manner throughout the entire project.

g. The Contractor shall be responsible for the removal and disposal of all debris throughout the duration of the project.

h. Upon completion of the project, the Contractor shall legally dispose of all excess materials, debris, etc., and leave the entire site in a broom swept condition.

i. Throughout the duration of the project the Contractor shall take steps to ensure building security.

j. Throughout the duration of the project the Contractor shall provide protection to existing metal barrel roof and porch area.

2. Specific:

NOTE: Care shall be taken around the building as not to damage the grounds and the Barrel porch roof etc. Any damage to the building and/or grounds shall be corrected at the Contractors expense to the satisfaction of the Facility Manager.

a. The contractor shall provide barricades to prevent unauthorized access to the work area.

b. The Contractor is to provide a climate-controlled environment for the work area.

The Contractor shall provide heat, dehumidification, power, light as required by the manufacturers of the various cleaning solutions, paint removal solutions, epoxy wood filler and paint.

c. Repair and replace decayed wood flooring where marked, using Dutchmen repair technique with approved replacement parts as approved by the DGS Inspector, or Project Manager under Unit Price #1

d. Sand floors using 80- grit sandpaper and move to 120 grit sandpaper. After each sanding clean with tack cloth to remove dust and debris.

e. Sand each stair tread and landing using 80 grit sandpaper and move to 120 grit sandpaper. Clean each tread and landing after each sanding with tack cloth.

f. Use a hand scraper to remove build up finish in corners and hand-sand in hard-to-reach areas around the balustrade.

g. Apply Tung oil finish to sanded floor areas, stair treads and landings. per manufactures recommendations. Leaving up to 24 Hours between each application. Lightly sand between each coat.

h. Install decorative trim around the hearth of the fireplace. Stain to match the flooring.

i. Pure distilled white vinegar and baking soda solution shall be used to kill existing mold on interior surfaces per manufacturers specifications.

j. Remove and replace the existing carpet on the third floor. Taking necessary precautions not to damage windows or walls in the transportation of carpet to and from the third floor. Installation per manufactures’ recommendation.

H. WARRANTY & GUARANTEE:

1. The Contractor shall fully guarantee the work covered under this contract for a period of two (2) years from the date of acceptance against defects in materials and workmanship

2. Any defects found within the two (2) year warranty period shall be promptly repaired or replaced by the Contractor at no additional cost to the State.

3. The Contractor shall provide the Project Engineer all manufacturer’s warranties for materials and systems used on this project.

4. Acceptance by the Project Engineer of any procedures, materials, workmanship, or final product shall not relieve the Contractor of his contractual requirements.

5. All work is subject to the inspection and approval of the Project Engineer.

I. GENERAL REQUIREMENTS:

1. The Contractor shall make his own arrangements at his own expense, coordinating with the Facility Manager and the Project Engineer, for storage of materials and any construction yard he may require to execute this project.

2. Deviation from the manufacturer's instructions or this specification will not be acceptable.

3. The Contractor shall take all necessary precautions and measures to protect all properties from damage. The Contractor shall repair all damage caused by this project to all public and private property including roads, walks, curbs, utilities, trees, shrubs, plantings, etc., and leave the property in good condition and/or at least equivalent to the condition found.

4. The Contractor shall make arrangements to acquire any temporary utility service which may be required to perform this contract. Any expenses incurred must be paid by the Contractor.

5. All work shall be coordinated with the Facility Manager, DNR Project Manager and DGS Inspector during the work initiation meeting.

6. Work shall be accomplished during the normal working hours of 8:00 a.m. to 4:30 p.m., Monday through Friday, unless permission is given in writing by the Facility Manager to do otherwise. The Contractor shall confirm with the DGS Inspector, on the Wednesday before, prior to working any weekend for approval to work that weekend.

7. The completed project is subject to the inspection and approval by the Facility Manager, DNR Project Engineer and DGS Inspector.

2. ALTERNATES AND UNIT PRICES

A. ALTERNATES:

1. NONE

B. UNIT PRICES:

1. On the Bid Form opposite Unit Price #1, the Contractor shall insert a cost per linear foot x an estimated 100 LF = Total Unit Price #1 to remove and replace deteriorated floorboards as directed by the DNR Project Manager.

The thickness of the existing floorboards is not known. The Contractor shall use actual dimensional lumber 1”x 10” boards a basis for material costs for Unit Price #1. If the existing joist dimensions differs from the assumed thickness the Unit Price cost may be adjusted accordingly.

2. On the Bid Form opposite Unit Price #2, the Contractor shall insert a cost per linear foot x an estimated 200 LF = Total Unit Price #2 to remove and replace deteriorated floor joist as directed by the DNR Project Manager.

The thickness of the existing Floor Joist is not known. The Contractor shall use 2”x 8” boards a basis for material costs for Unit Price #2. If the existing joist dimensions differs from the assumed thickness the Unit Price cost may be adjusted accordingly.

NOTE: Quantities listed above are estimated. The unit price will be used to Increase or decrease the actual cost based on actual quantities removed and replaced.

3. DRAWINGS/ATTACHMENTS

A. The following items are attached and should be considered part of these written specifications as if specified herein.

Attachment #1 First Floor Main Room Attachment #2 Second Floor Main Room Attachment #3 Second Floor Main Room - 2 Attachment #4 Landing going to Third Floor

B. ATTACHMENTS:

First floor: Main Room

Second Floor: Main room

Second Floor Main room -2

Landing going to 3rd floor

C. Drawings: Drawings are attached to this document (Floor Plans)

PROJECT NO. EC-24-09509-53

KNOCKS FOLLY WOOD FLOOR REHABILITATION

TURNERS CREEK ROAD

KENNEDYVILLE, MD 21645

FOR THE STATE OF MARYLAND

DEPARTMENT OF NATURAL RESOURCES

ENGINEERING AND CONSTRUCTION

TAWES STATE OFFICE BUILDING D-3

580 TAYLOR AVENUE

ANNAPOLIS. MARYLAND 21401-2351

MINORITY BUSINESS ENTERPRISES ARE ENCOURAGED TO RESPOND TO THIS

SOLICITATION

C State of Maryland

DEPARTMENT OF NATURAL RESOURCES

Engineering & Construction

DEPARTMENT OF NATURAL RESOURCES

JOSH KURTZ, SECRETARY

DEPARTMENT OF GENERAL SERVICES

ATIF CHAUDHRY, SECRETARY

STATE OF MARYLAND, BOARD OF PUBLIC WORKS

WESTLEY WATENDE OMARI MOORE, GOVERNOR

BROOKE ELIZABETH LIERMAN, COMPTROLLER

DERECK E. DAVIS, TREASURER

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ALLEGANY

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BALTIMORE

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WASHINTON DC

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AutoCAD SHX Text The ADC map image was provided by Kappa Map Group, 6198 Butler Pike, Blue Bell, PA 19422. All rights reserved. This publication may not be reproduced, in whole or in part, in any form or by any means, without written permission of the copyright owner.

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KNOCKS FOLLY VISITOR CENTER TURNER CREEK ROAD KENNEDYVILLE, MD 21645

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EC25-09072-53

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