EC25-09055-117 TSP Project Manual.doc

PROJECT MANUAL

Tuckahoe State Park 13070 Crouse Mill Road, Maryland 21667 Project Number: EC25-09055-117 July 14, 2025 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

J. Attachments

2. Alternates, Unit Prices and Allowances

A. Alternates

B. Unit Prices

3. Drawings

CS-1

Vicinity & Location Maps

SK-1

Key Plan

SK-2

Elevations

SK-3

Typical Details

I. DETAILED SPECIFICATIONS

A. SCOPE:

1. This project shall consist of the Contractor providing all labor, materials, equipment, tools, insurance, etc., necessary to perform at the Tuckahoe State Park – Exterior Siding and Door Replacement located in 13070 Crouse Mill Rd., Queen Anne, MD. 21657, Queen Anne’s County.

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

a. Remove the existing metal siding on three (3) separate maintenance buildings. Approximately 7,515 square feet. See Key Plan for removal locations.

b. Install metal siding on three (3) separate maintenance buildings. Approximately 7,515 square feet. See Key Plan for installation locations.

c. Prep existing surface (metal surface) for painting. Approximately 2285 square feet.

d. Paint existing metal siding. Approximately 2,285 square feet.

e. Remove eight (8) existing hollow metal doors and frames on three (3) separate maintenance buildings.

f. Install eight (8) hollow metal doors and frames on three (3) sperate maintenance building.

g. Remove two (2) commercial grade motor operated garage doors in their entirety. Approximately 12-foot by 14-foot.

h. Install two (2) commercial grade, motor operated garage doors. This includes but is not limited to insulated door, motor, track and sensors.

i. Remove and properly dispose of all debris off state property.

NOTE: All quantities and sizes listed are approximate. The Contractor shall be responsible for obtaining his/her measurements for the project and bidding purposes.

B. QUALIFICATIONS OF THE CONTRACTOR:

1. The Contractor shall be licensed in the State of Maryland as a General Contractor and in accordance with COMAR regulations to perform work associated with this contract.

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

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

C. SITE VISIT:

1. It is suggested that the Contractor visit the job site and familiarize himself/herself with the conditions under which the work will be performed. Failure to visit the site or attend the pre-bid conference will not relieve the successful bidder from complying with the requirements of these specifications at no additional cost to the State. No allowance will be made for errors, on the Contractor's part, for failure to take into account any conditions or circumstances existing at the site which might affect the specified work.

2. Failure to attend the pre-bid conference meeting will not relieve the successful bidder from complying with the requirements of these specifications at no additional cost to the State.

3. Please contact the Park Manager - Debbie Cooper-Hughes - of Tuckahoe State Park at (410) 820-1668 prior to any site visits other than the pre-bid meeting.

D. SCHEDULE OF WORK:

1. Work shall be scheduled through and approved by the Project Manager and Facility Manager. The Contractor shall perform all work Monday through Friday during the normal working hours of 7:00 AM to 5:00 PM, unless approved by the Project Manager in writing.

2. The Contractor shall notify the Project Manager seven (7) days prior to his start of work. He shall coordinate with the Project Manager and the Facility Manager the dates of the Work Initiation Conference, the work, and any closures required.

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

4. Work shall be performed and completed within 120 calendar days of Notice to Proceed.

E. STANDARDS AND CODES:

1. All work shall be performed in accordance with the Maryland Department of Environment Regulations.

2. 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.

3. 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 Plumbing Code (IPC)

· International Mechanical Code (International Electric Code (NEC)

· International Energy Conservation Code (IECC)

· Maryland Accessibility Code (MAC)

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

· And the following project specific organizations shall be incorporated into these specifications to ensure industry standard materials, assembly, and workmanship

· American Concrete Institute (ACI)

· American Lumber Standard Committee, Inc. (ALSC)

· American National Standards Institute (ANSI)

· Architectural Woodwork Institute (AWI)

· American Society for Testing and Materials International (ASTM)

· Concrete Reinforcing Steel Institute (CRSI)

· National Lumber Grades Authority (NLGA)

· National Roofing Contractors Association (NRCA)

· National Ready Mixed Concrete Association (NRMCA)

· National Stone, Sand & Gravel Association (NSSGA)

· Southern Pine Inspection Bureau (SPIB)

· Sealant, Waterproofing & Restoration Institute (SWRI)

· ANSI/DASMA 108 – American National Standards Institute Standard Method for Testing Sectional Garage Doors and Rolling Doors: Determination Of Structural Performance Under Uniform Static Air Pressure Difference

· NFRC 102 – Test Procedure for Measuring the Steady-State Thermal Transmittance of Fenestration Systems.

· ASTM A-924 – Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process.

· NEMA 250 – Enclosures for Electrical Equipment (1000 Volts Maximum).

· ASTM E 90 – Standard Test Method for Laboratory Measurement of Auborne Sound Transmission Loss of Building Partitions and Element.

· NEMA MG 1 – Motors and Generators

· ANSI/DASMA 102 – American National Standard Specifications for Sectional Overhead Type Doors.

· AISC 360 – Specification for Structural Steel Building

· AISC 341 – Seismic Provision for Structural Steel Building (when appropriate)

· AISC Design Guide 3 – Serviceability for Steel Buildings

· AISI S100 – North American Specification for the Design f Cold-Formed Steel Structural Members.

· ASTM A 325 – Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength.

· MBMA Metal Building System Manual

· Seismic Design Guide for Metal Building Systems.

· ANSI/BHMA A156.1 – Butts & Hinges (2006)

· ANSI/BHMA A156.21 – Thresholds (2009).

· ANSI/BHMA A156.2 – Bored & Preassembled Locks & Latches (2011)

· ANSI/BHMA A156.115 Hardware Preparation in Steel Doors and Steel Frames (2006)

F. MATERIALS AND SUPPLIES:

1. General:

a. All materials shall be as specified or approved equivalent by the Project Manager. In the event the CONTRACTOR chooses to substitute materials other than those specified, the contractor shall submit to the DNR project manager all pertinent data to determine the equivalent status. This material shall be submitted to the DNR Project Manager a minimum of ten (10) days prior to the bid opening. The DNR project manager shall notify the CONTRACTOR within five (5) days as to the equivalent 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 and assume full responsibility for protection and safekeeping up until the time of the final inspection.

d. Where applicable, materials shall be delivered in their original unopened containers with labels intact and legible.

e. All materials and supplies shall be stored up off the ground surface and protected from the weather with waterproof covering.

f. Materials shall be stored in a safe area, out of the way of traffic. Storage site location shall be approved by the Facility Manager and DNR project Manager prior to the storage of any materials on site.

g. Any materials not specifically mentioned but are necessary for the safe, professional, and satisfactory completion of the project shall be provided by the Contractor as if specified herein.

2. Specifics:

a. Metal Siding: Basis of Design shall be panels as manufactured by McElroy Metal, Inc. or an approved equivalent. The profile style is MSR Panel.

i. Profile: Major longitudinal rib 1 ½” deep with male seam 2.97 inch deep and female seam 3 inch deep at longitudinal panel edges.

ii. Size: 16-inch cover width, lengths indicated on drawings.

iii. Supply items required for installation of panels in accordance with manufacturer’s installation instructions and other indicated items including long-life fasteners

iv. Material: Galvalume steel sheet conforming to ASTM A792, AZ55 coating for bare; AZ50 coating for painted 24-gauge sheet thickness.

v. Provide factory fabricated and finished metal panels and accessories meeting performance requirements, indicated profiles and structural requirements.

vi. Fabricate metal panel joints configured to accept sealant providing weathertight seal and preventing metal to metal contact and minimizing noise resulting from thermal movement.

vii. Form panels in continuous lengths for full length of detailed runs, except where otherwise indicated on approved shop drawings.

viii. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer’s written instructions, approved shop drawings, and project drawings. Form from materials matching metal panel substrate.

ix. Finishes: Two coat coil applied, baked on full strength (70% resin, PVDF) fluorocarbon coating consisting of a nominal 0.25 mil dry film thickness primer, and a nominal dry film thickness of 0.7 – 0.8 mil color coat for a total 0.9 to 1.1 mil total system dry thickness. Finish to be selected from manufacturer’s standard color selection. The back side of the material should be 0.25 mil primer and a 0.25 mil polyester wash coat.

x. Color change and fade resistance: No cracking, peeling, blistering or loss of adhesion when tested in accordance with ASTM G23; color change, after removal of surface deposits such as dirt or chalk, maximum 5 NBS units.

xi. Metal Panel Color: Selected from manufacturer’s standard color chart.

xii. Metal Related Trim/Accessories Color: Selected from manufacturer’s standard color chart.

b. Hollow Metal Door: Shall be manufactured by a Steel Door Institute such as Ceco Door, Steelcraft or an approved equivalent

i. Provide 1-3/4-inch doors, fabricated with smooth surfaces, without visible joints or seams on exposed faces unless otherwise indicated. Comply with ANSI/SDI A250.8.

ii. Design: (4) Flush panel. (4) Flush panel with half glass inserts.

(i) Glass shall be 3/8” Filmed Laminated

iii. Core Construction: Foamed in place polyurethane and steel reinforced core with no stiffener face welds.

iv. Provide 18-gauge steel vertical reinforcements 6 inches apart and welded in place. Foamed n place polyurethane core is chemically bonded to all interior surfaces. No face welding is permitted.

v. Thermal properties to rate at a fully operable minimum U-Factor 0.374 and R-Value 2.53, including insulated door, Mercury thermal-break frame and threshold.

vi. Level/Model: Level 3 and Physical Performance Level A (Extra Heavy Duty), Minimum 16-gauge thick steel, Model 2.

vii. Vertical Edges: Vertical edges to be mechanically interlocked with hairline seam. Beveled Lock Edge, 1/8 inch in 2 inches.

viii. Top and Bottom Edges: Reinforce tops and bottoms of doors with a continuous steel channel not less than 16 gauge, extending the full width of the door and welded to the face sheet. Doors with an inverted top channel to include a steel closure channel, screw attached, with the web of the channel flush with the face sheets of the door. Plastic or composite channel fillers are not acceptable.

ix. Hinge Reinforcement: Minimum 7-gauge (3/16") plate 1-1/4" x 9".

x. Hardware Reinforcements: Fabricate according to ANSI/SDI A250.6 with reinforcing plates from same material as door face sheets.

c. Hollow Metal Frames: Shall be manufactured by a Steel Door Institute such as Ceco Door, Steelcraft or an approved equivalent

i. Exterior Frames: Fabricated hot-dipped zinc coated steel that complies with ASTM A 653/A 653M, Coating Designation A60.

ii. Fabricate frames with mitered or coped corners.

iii. Frames: Minimum 14-gauge thick steel sheet.

d. Hinges: Shall be manufactured by Hager Companies Model BB1168/BB1199 heavy weight or an approved equivalent.

i. Hinges: Doors up to 36 inches wide and up to 1-3/4 inches thick provide hinges with a minimum thickness of .134 inch and a minimum of 4-1/2 inches in height.

ii. Width of hinge is to be minimum required to clear surrounding trim.

iii. Base material unless otherwise indicated in hardware sets:

iv. Exterior Doors: 304 Stainless Steel, Brass or Bronze material.

v. The quantity of hinges per door be, for doors 60 inches to 90 inches in height, 3 hinges.

vi. Hinges are to be of a square corner five-knuckle design, flat button tips and have ball bearings unless otherwise indicated in hardware sets.

vii. Out-swinging exterior and out-swinging access-controlled doors shall have non-removable pins (NRP) to prevent removal of pin while door is in closed position.

viii. When full width of opening is required, use hinges that are designed to swing door completely from opening when door is opened to 95 degrees.

e. Threshold: Shall be manufactured by Pemko 2705 Series or an approved equivalent.

i. Base Material: Aluminum

ii. Fasteners: WS #10 x 1.5”

iii. Overall Height: ½”

iv. Width: 5”

f. Locks and latches: Shall be of one manufacturer as listed for continuity of design and construction of warranty. Products to be certified and listed by following: ANSI/BHMA A156.2 Series 4000 Certified to Grade 1

i. ANSI/BHMA A250.13 Certified for a minimum design load of 1150lbf for single out swinging doors measuring 36 inches in width and 84 inches in height and a minimum design load of 1150lbf for out swinging single doors measuring 48 inches in width and 84 inches in height.

ii. UL/cUL Labeled and listed for functions up to 3 hours for single doors up to 48 inches in width and up to 96 inches in height.

iii. UL10C/UBC 7-2 Positive Pressure Rated.

g. Door Sweep: Shall be 321 Series as manufactured by Pemko or an approved equivalent. Door sweep with .938” neoprene synthetic rubber extrusion. Slotted holes for easy adjustment. Surface applied.

i. Base Metal: Aluminum

ii. Total Height: 1 1/2 inches

iii. Profile Height: 15/16 inches

iv. Length: 36 inches

h. Kickplate: Shall be manufactured by Thermador or an approved equivalent.

i. Base metal: Aluminum

ii. Total Height: 8 inches

iii. Width: Width adjusted to fit door. (8 inches by 34”)

i. Motorized Overhead Door: Shall be as manufactured by Overhead Door Corporation, Stormtite Insulated Heavy-Duty Rolling Door Model 625 or an approved equivalent.

i. Curtain: Interlocking Roll-formed slats as specified. Endlock shall be attached to each end of alternate slats to prevent lateral movement.

ii. Flat profile type F-265i, or an approved equivalent, for doors up to 40 feet wide.

iii. Front and Back slats shall be fabricated with 24-gauge galvanized steel.

iv. Slat cavity filled with CFC-free foamed-in-place, polyurethane insulation. R-Value: 7.7.

v. Slats and Hood Finish shall be galvanized Steel. Slats and hood galvanized in accordance with ASTM A 653 and rust-inhibitive, roll coating process, including 0.2 mils think baked-on prime paint, and 0.6 mils thick baked-on polyester topcoat. Finish Powder Coat: PowderGuard Max powder coat or an approved equivalent, color as selected by Project Manager.

vi. Non-galvanized exposed ferrous surfaces shall receive one coat of rust-inhibitive primer.

vii. Weather seals shall be vinyl bottom seal, exterior guide, internal hood seals and flexible jamb and header seals. Lintel weatherseal. Interior guide weatherseal.

viii. Insulated Vision Lites: Provide with uniformly spaced opening. Size 10-inch by 1-inch.

ix. Bottom Bar shall be two galvanized steel angles minimum thickness 1/8-inch bolted back-to-back to reinforce curtain guides. Finish: Powder Coat: PowderGuard Max powder coat or an approved equivalent, color as selected by Project Manager.

x. Provide track as recommended by manufacturer to suit loading required and clearances available. Size: 2-inch, Type: Standard Lift.

xi. Hood: Provide internal hood baffle weatherseal 24-gauge galvanized steel with intermediate supports as required.

xii. Electric: Motor Operation: Provide UL listed electric operator, size as recommended by manufacturer to move door in either direction at not less than 2/3 foot nor more than 1 foot per second. Motor Voltage 115/230 single phase, 60 Hz. Operator shall meet UL 325/2010 requirements for continuous monitoring of safety devices.

xiii. Operator Controls: Push-button and key operated control stations with open, close and stop buttons. Flush mounting, control for interior location. With Sensing Edge Protection: Pneumatic sensing edge or an approved equivalent.

xiv. Manufacturer’s Limited Warranty steel sectional doors: Standard finish warranty against cracking, checking, or peeling for 10-years. Custom color option Color Blast Finish limited warranty period for 5 years; delamination warranty for 10 years, parts and hardware for 1 year. Extended 8-year hardware option.

j. Paint shall be as manufactured by Sherwin Williams Company or an approved equivalent.

i. Colors: As selected by DNR Project and Facility Managers to match color of the proposed metal siding.

G. METHOD OF WORK:

1. General:

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

b. All work shall be performed as called for in these written specifications and as required by the specific written product manufacturers.

c. The Contractor shall coordinate all work with the various trades and suppliers to complete the project expeditiously within the time limits of the contract. The sequence of events shall be left up to the Contractor.

d. All work shall be performed in the best and most professional manner by mechanics skilled in their respective trades.

e. The Contractor shall maintain the job site in a safe, neat and orderly manner throughout the entire project and take steps to prevent accumulation of debris at the job site.

f. Upon completion of the project, the Contractor shall legally dispose of all excess materials and debris and leave the entire area clean and in an acceptable condition.

g. The Contractor shall install electrical power to the structure in accordance with manufacturers standard procedures and applicable codes.

h. Tuckahoe State Park is a public facility: all materials, equipment, portable toilets, etc., should be stored inside of safety fencing. The State will not be held responsible for any theft, vandalism, disturbance, etc. Caused/allowed by lack of proper protection of the work materials.

i. Any work, which has not been specifically mentioned, but is necessary for the safe, professional and satisfactory completion of the project, shall be performed by the Contractor as if specified herein.

j. The Contractor shall adhere to OSHA-MOSHA regulations throughout the project to ensure the safety of his/her employees, state employees, and the public.

2. Specifics: Siding Demolition

a. If necessary, Contractor shall dismantle, store then on completion of siding replacement, reinstall existing wood lean-tos where they occur next to existing buildings. See Unit Price #1.

b. Remove existing metal siding.

i. Inspect the siding to identify the type of fasteners used (screws, rivet, etc.) and how the panels interlock.

ii. Clear the area around the building to allow access and movement of removed panels.

iii. Locate the bottom edge of a panel and use a pry bar or siding tool to gently lift the panel away from the wall, exposing the fasteners.

iv. When dealing with overlapping panels, carefully pry the top panel away from the one underneath to access the fasteners.

v. Carefully remove each fastener, ensuring no damage to the underlying structure.

vi. Work up the wall, removing fasteners. Carefully lower the panel to the ground.

vii. Properly dispose of the removed metal siding.

viii. Protect exposed subsurface from weather.

c. Specifics: Metal Siding

i. Install metal siding in accordance with manufacturer’s standard written instructions. The installation of the siding shall be performed by a qualified installer.

ii. Install metal panels to profiles, patterns and drainage indicated ad required for leak-free performance. Provide for structural and thermal movement of work. Seal joints for leak-free metal installation.

iii. Comply with manufacturer’s product data, recommendations and installation instruction for substrate verification, preparation requirements and installation

iv. Strippable Film: Remove manufacturer’s protective film, if any, from surface of metal panels.

v. Shim or otherwise plumb substrates receiving metal panels.

vi. Flash and seal metal panels at perimeter of all openings. Fasten with self-tapping screws

vii. Shim or otherwise plumb substrates receiving metal panels.

viii. General: Install metal panels to profiles, patterns and drainage indicated and required for leak-free performance. Provide for structural and thermal movement of work. Seal joints for leak-free metal installation.

ix. Flash and seal metal panels at perimeter of all openings. Fasten with self-tapping screws.

x. Do not begin installation until air- or water-resistive barriers and flashings that will be concealed by metal panels are installed.

xi. Locate and space fasteners in uniform vertical and horizontal alignment.

xii. Install flashing and trim as metal panel work proceeds.

xiii. Install continuous length panels if possible. If splices are required, locate panel splices over, but not attached to, structural supports and only with prior Project Manager approval.

xiv. Align bottoms of metal panels and fasten with blind rivets, bolts, or self-tapping screws.

xv. Fasten flashings and trim around openings and similar elements with self-tapping screws.

xvi. Provide weathertight EPDM Flashing for pipe- and conduit-penetrating panels.

xvii. Fix panels at location depicted on reviewed shop drawings.

xviii. Allow for required panel clearance at penetrations for thermal movement.

xix. Fasteners: Conceal fasteners where possible in exposed work. Cover and seal fasteners and anchors for watertight and leak-free metal installation.

xx. Sealant-Type Joints: Provide sealant-type joints where indicated. Form joints to conceal sealant.

xxi. Install metal panels plumb, true and in correct alignment with structural framing, in accordance with shop drawings and manufacturer’s printed installation instructions.

xxii. Install metal panels using manufacturer’s concealed fastening system or non-corroding fasteners color-matched to panel.

xxiii. Install trim using concealed fasteners where possible; sight-exposed non-corroding fasteners color-matched to trim are permitted on vertical surfaces only.

xxiv. Installation Tolerances:

xxv. Variation from Plumb, Level, True Plane: Maximum 1/8” in 20 feet.

xxvi. Accessory Installation: Install accessories using techniques recommended by the manufacturer which will assure positive anchorage to building and weather tight mounting. Provide for thermal movement. Coordinate installation with flashing and other components.

xxvii. Flashing and Trim Installation: Comply with performance requirements, manufacturer’s written Installation Instructions, and the SMACNA “Architectural Sheet Metal Manual.” Provide concealed fasteners where possible and install units to true level. Install work with laps, joints, and seam that will be permanently watertight.

d. Specifics: Hollow Metal Doors and Frames:

i. Remove existing doors and frames in their entirety. Properly dispose of material

ii. Install doors and frames in accordance with the manufacturer’s written procedures.

iii. Install hardware in accordance with the manufacturer’s written procedures.

e. Specifics: Door Hardware:

i. Install latchset, threshold, kickplate and hinges in accordance with the manufacturer’s written procedures.

f. Specifics: Overhead Garage Doors:

i. Demolition: Remove and dispose of existing garage doors and associated apparatus in their entirety and dispose of them properly.

ii. Remove one door at a time as not to have unfinished work at the end of the day. Secure the building at the end of each workday before leaving the site.

iii. Install garage doors in accordance with the manufacturer’s written instructions. Inspect existing electrical connections to ensure compatibility with proposed doors. Repair/Replace electrical as required for compatibility.

iv. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside the manufacturer’s absolute limits.

v. Anchor to adjacent construction without distortion or stress.

vi. Securely brace door tracks suspended from structure. Secure tracks to structural members only.

vii. Fit and align door assembly including hardware, level and plumb, to provide smooth operation.

viii. Position head and jamb weatherstripping to contact door sections when closed, secure in position.

ix. All Work is subject to inspection and approval of the DNR Project Manager and Facility Manager.

x. All excess materials and debris shall be removed and properly disposed of off State properly. The work site shall be left in a broom swept condition.

xi. Adjust door assembly to smooth operation and in full contact with weatherstripping.

xii. Coordinate installation of electrical service. Complete power and control wiring from disconnect to unit components.

g. Specifics: Painting:

i. Steel Substrates: Remove rust, loose mill scale, and shop primer if any. Clean using methods recommended in writing by paint manufacturer.

ii. Galvanized-Metal Substrates: Remove grease and oil residue from galvanized sheet metal by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints.

iii. Apply paints according to manufacturer’s written instruction and recommendations in “MPI Manual”.

(i) Use applicators and techniques suited for paint and substrate indicated.

(ii) Paint surfaces behind movable items the same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed items with prime coat only.

(iii) Paint both sides and edges of exterior doors and entire exposed surface of exterior door frames.

(iv) Paint entire exposed surface of window frames and sashes.

(v) Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates.

(vi) Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers.

iv. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut is sharp lines and color breaks.

v. Paint Schedule: Water-Based Light Industrial Coating System.

(i) Prime Coat: S-W Pro Industrial Pro-Cryl Universal Primer, B66-310 Series or an approved equivalent, 5.0 to 10.0 mils wet, 2.0 to 4.0 mils dry. Or an approved equivalent.

(ii) Topcoat: Light industrial coating, water-based eggshell. S-W Pro Industrial Eg-Shel Acrylic B66-660 Series or an approved equivalent at 2.5 to 4.0 mils dry, per coat 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.

H. WARRANTY AND 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 Manager, and Facility Manager all manufacturer’ warranties for materials and system used on this project.

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

5. All work is subject to the inspection and approval of the DNR Project Manager and Facility Manager.

6. Panel Material: Furnish manufacturers 45-year warranty covering the panel against rupture, structural failure, or perforation.

7. Panel Coating: Polyvinylidene Fluoride: Furnish manufacturer’s 40-year warranty covering cracking, checking, and peeling, and 30-year warranty covering fade and chalk on the two-coat coil applied, baked on full strength (70% resin, PVF2) fluorocarbon coating.

I. GENERAL REQUIREMENTS:

1. All work shall be coordinated with the DNR Project Manager during the work initiation meeting.

2. The Contractor shall make their own arrangements at their own expense, coordinating with the Facility Manager and the Project Manager, for storage of materials and any construction yard that may be required to execute this project.

3. Deviation from the manufacturer’s instructions or this specification will not be acceptable.

4. The Contractor shall take all necessary precautions and measures to protect all properties from damage. The Contractor shall repair all damage caused by their operation 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.

5. 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. This should include portable toilet facilities.

6. Work shall be accomplished during normal Park hours 7:00 a.m. - 5:30 p.m., Monday through Friday unless permission is given in writing by the Project Manager to do otherwise.

7. The completed project is subject to the inspection and approval of the Project Manager.

8. The Contractor shall provide all signs, barricades, etc., to ensure a safe work area throughout the entire project.

9. The Contractor shall submit all mix designs, material information, and SHA plant certification to the DNR Project Engineer, DGS Inspector, and DGS Project Manager prior to starting any work. All mix designs and materials shall be approved by the DNR Project Engineer before any work begins.

10. All equipment used for this project must comply with SHA specifications and are subject to inspection and approval prior to initiating the work. No steel tracked equipment will be allowed on paved surfaces.

11. The contract shall be for a period of one hundred eighty days (180) calendar days.

II. ALTERNATE AND UNIT PRICES

A. ALTERNATES:

1. None

B. UNIT PRICES:

1. On the Bid Form opposite Unit Price #1, the Contractor shall provide all labor, materials, equipment and services necessary to complete the project as described for the Lump Sum payment of $1,070.00 to dismantle, store and reinstall one (1) existing Lean-to to facilitate the installation of metal siding. This is a total square footage of approximately = 1,065 square feet.

NOTE: The Contractor shall incorporate all costs associated with transportation, fuel, maintenance on equipment, employee salary, benefits, overhead, profit, etc., in the Unit Price. Unit Prices will be used to increase/decrease the Final Contract Price based on actual quantities installed, in accordance with the Instructions to Bidders for Construction project (3.B.3).

III. DRAWINGS

A. The following drawings are included and shall be considered a part of these specifications:

1. CS-1

Cover Sheet

2. SK-1

Key Plan and Notes

3. SK-2

Building Elevations

4. SK-3

Typical Details

Tuckahoe State Park – Exterior Siding and Door Replacement