Statement of Work.pdf

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Siuslaw Door Replacements, 2010 Statement of Work

1. PART 1 - GENERAL

1.01 SUMMARY

A. This Statement of Work specifies replacing (up to) thirty (30) doors and associated hardware/appurtenances at five (5) separate recreation sites on the Siuslaw National Forest. The work has been broken out into Base quote items and Optional quote items, as described in Part 2.14 of this Statement of Work.

B. The Contractor shall be responsible for furnishing all labor and equipment to remove the existing doors and door frames and replace them with new fiberglass doors and frames to yield finished door installations that function properly and are aesthetically pleasing.

C. All demolition and construction activities shall be done in compliance with Oregon Occupational Safety and Health Administration guidelines.

1.02 PROJECT LOCATIONS

A. Driftwood II Campground

1. Driftwood II Campground is located in the Siltcoos Recreation Area. From Florence, OR, travel South on Highway 101 for approximately 10 miles; turn West into the Siltcoos Recreation Area; proceed approximately 2 miles to Driftwood II Campground; the restroom/shower building is located on the right hand side of the road.

B. Oregon Dunes Day Use Area

1. The Oregon Dunes Day Use Area is located approximately 12 miles South of

Florence, OR on the West side of Highway 101. The restroom building is located adjacent to the parking area.

C. Spinreel Campground

1. Spinreel Campground is located approximately 13 miles South of Florence, OR on the West side of Highway 101; turn at the sign for Spinreel Campground; travel approximately 1 mile on Spinreel Road then turn left into the campground; the restroom building is located in the second loop on the right.

D. Horsfall Campground Restroom

1. From I-5 South merge onto OR-38/OR-99/Umpqua Hwy. via Exit 162 toward

Drain/Elkton. Proceed for 6.6 miles, then turn right onto West B Ave./OR- 38/OR-99/Umpqua Hwy. Continue to follow OR-38/Umpqua Hwy. for 50.1 miles. From OR-38 turn left onto Hwy 101 South. Continue on Hwy 101 for

20.7 miles, then turn right on Trans Pacific Lane. Continue for 1.0 mile, turn slight right onto Horsfall Rd. Continue 0.2 miles, then turn right into Horsfall Campground. The restroom/shower building is on the right hand side of the one-way loop.

E. Cape Perpetua Visitor Center

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1. The Visitor Center is located approximately 10 miles south of Waldport, OR along Highway 101. Turn east at the sign for Cape Perpetua Visitor Center;

the Visitor Center and Restroom will both be on the left hand side of the road.

1.03 SCHEDULING

A. The Contractor shall conduct demolition and construction activities so that interference with the public and Forest Service personnel are minimized.

B. The Contractor shall schedule their work to ensure that the buildings are left in a secure state, protected from vandalism and the weather, at the end of each work day.

C. The Contractor shall schedule their work to complete the door replacement(s) at one site prior to moving to the next site to avoid disruption to multiple sites simultaneously.

1.04 QUALITY ASSURANCE

A. Referenced Standards

1. Door Assemblies

a. Successfully completed 1,000,000 cycles test in accordance with: AAMA

920-03 – specification for Operating Cycles Performance of Side- Hinged Exterior Door Systems; ANSI A250.4-2001 – Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames, Frame Anchors and Hardware Reinforcings; NWWDA TM-7 – Test Method to Determine the Physical Endurance of Wood Doors and Associated Hardware Under Accelerated Operating Conditions.

b. International Building/Residential Codes (I-Codes)

c. ASTM E 330 Uniform Static Load; +/- 70 psf

d. ASTM E 1886-97 Impact and Cycling, Large Missile Impact

e. ASTM C 518 Heat Transfer

f. ASTM D 1761 Mechanical Fasteners

2. Laminate Properties

a. ASTM D 882 Tensile Strength; 12,000 psi

b. ASTM D 790 Flexural Strength; 39,000 psi

c. ASTM D 2583 Barcol Hardness; 53

d. ASTM D 256 Impact Resistance

e. ASTM D 792 Density/Specific Gravity of Laminate

f. ASTM D 1761 Mechanical Fasteners; 1530 lb

g. ASTM E 84 Surface Burning Characteristics

h. ASTM G 155 Gelcoat Xenon Arc Light Exposure Test

i. ASTM D 635 Rate of Burning Time of Burning

j. ASTM D 2843 Smoke Density

k. ASTM D 1929 Self Ignition Temperature

3. Core Properties

a. ASTM C 177 Thermal Properties

b. ASTM D 1622 Density/Specific Gravity

c. ASTM E 84 Surface Burning Characteristics

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d. WDMA TM-10 and TM-5 Firestop ASTM E 152 U.L. 10(b) B. Qualifications

1. Manufacturer Qualifications: A company specializing in the manufacture of fiberglass reinforced plastic (FRP) door and frames as specified in this Statement of Work.

2. Installer Qualifications: An experienced door installer who has completed fiberglass door and frame installations similar in material, design, and extent to those of this project, and whose work has resulted in construction with a record of successful in-service performance.

1.05 SUBMITTALS

A. Submit a demolition/construction plan detailing the work in sufficient detail to show which days work will be occurring at each site. The Contractor shall allow enough time for review and approval at least 14 days in advance of schedule dates (unless otherwise stated) to give Forest Service staff time to prepare for partial closures and other disruptions.

B. Provide manufacturer’s catalog cut sheets and/or other documentation to demonstrate full compliance for the doors, door frames, door closers, and other associated hardware specified in this Statement of Work. Product technical data shall include:

1. Contractor acknowledgement that products submitted meet the requirements of this Statement of Work. If the Contractor proposes to use a product other than that specified, the submittal documents shall clearly indicate that this is a proposed substitute product, and demonstrate full compliance with this Statement of Work.

2. Schedule of doors and frames indicating the specific features of each door (i.e.

door/frame sizes, handing, accessories, and hardware).

3. Certification of manufacturer’s qualifications.

C. Provide manufacturer’s full standard color chart for the doors and door frames.

The Contracting Officer (CO) will select the colors for the new doors and frames.

D. Operation and Maintenance Information

1. Include recommended methods and frequency for maintaining optimum condition of the fiberglass doors and frames.

2. Include certificate of warranty for the doors and frames; list specific door registration numbers.

3. Include hardware data sheets and hardware manufacturer’s warranties; list contact information for all suppliers of these products to facilitate order of replacement parts.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Upon receipt, verify that all doors and frames arrive in brand new condition, undamaged, and complete with all fasteners necessary for installation as well as complete installation instruction.

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B. Store doors in the original packaging in a secure location out of inclement weather for protection against vandalism and the elements.

C. Handle doors pursuant to the manufacturer’s recommendations.

1.07 WARRANTY

A. Warranty all fiberglass doors and frames for a period of 25 years against failure due to corrosion.

B. Warranty all fiberglass doors and frames on materials and workmanship for a period of 10 years, including warp, separation or de-lamination, and expansion of the core.

2. PART 2 – PRODUCTS

2.01 GENERAL

A. Where manufacturer’s recommendations, specific field conditions, industry standards, building codes, etc. conflict with the requirements of this Statement of Work, immediately notify and work with the Contracting Officer to resolve the conflicting specifications. The CO will have the final decision on which requirements shall apply.

B. Contractor shall verify existing door sizes, handedness, etc. prior to ordering new doors, and replace in-kind.

2.02 ACCEPTABLE MANUFACTURERS

A. Subject to compliance with this Statement of Work, the following manufacturer is acceptable for the doors and frames: Chem-Pruf Door Co., Ltd., P.O. Box 4560, Brownsville, Texas 78523; Phone: (800) 444-6925; Website: www.chem-pruf.com

B. Alternative manufacturers will be considered, provided the manufacturer can demonstrate full compliance with this Statement of Work.

2.03 FRP DOORS

A. Chem-Pruf Fiberglass Reinforced Plastic (FRP) Standard Construction Series

Doors, or approved equivalent product.

B. Doors shall be made of FRP using chemically proven resins resistant to contaminants typically found in the environment for which these doors are to be provided. Doors shall be 1-3/4” thick and of flush construction, having no seams or cracks.

C. Door plates shall be 0.125” thick, molded in one continuous piece, starting with a 25 mil gel coat of the color specified, integrally molded with at least three layers of

1.5 ounce per square foot fiberglass mat and one layer of 18 ounce per square yard woven roving. Door plate weight shall not be less than 0.97 lbs per square foot at a ratio of 30:70 glass to resin.

D. Stiles and Rails shall be constructed of a 25 mil gel coat of the color specified followed by a matrix of 1.5 ounce per square foot of fiberglass mat. The stile and rail shall be molded in one continuous piece to a U-shaped configuration and to the exact dimensions of the door. In this manner there will be no miter joints or disparate materials used to form the one-piece stile and rail.

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E. Core material shall be expanded polyurethane foam, which completely fills all voids between the door plates. Foam properties ASTM E-84 that comply with IBC Code.

F. Internal Reinforcement shall be #2 SPF of sufficient amount to adequately support required hardware and function of same.

G. Finish of door and frame shall be identical in color and finish. At time of manufacture, 25 mil of resin-rich gel coat must be integrally molded into both the door and frame. Gelcoat shall be cured to create an impermeable outer surface, uniform color throughout, and a permanent homogeneous bond with the resin/fiberglass substrate beneath. Secondary painting to achieve color is not acceptable.

H. Louver openings, where applicable, shall be completely sealed so that the interior of the door is not exposed to the environment. Louvers are to be solid fiberglass “V” vanes and shall match the color of the door plates. At the time of manufacture, 25 mil of resin-rich gelcoat must be integrally molded into the louver and louver retainer.

2.04 FRAMES

A. Frames shall be fiberglass and manufactured using the resin transfer method in closed rigid molds to assure uniformity in color and size. Beginning with a minimum 25 mil gel coat and a minimum of two layers continuous strand fiberglass mat saturated with resin, the frame will be of one-piece construction with molded stop. All frame profiles shall have a core material of 2 psf polyurethane foam.

Metal frames or pultruded fiberglass frames will not be accepted.

B. Finish of frame shall be identical in color and finish to the door. 25 mil resin rich gel coat will be integrally molded into the frame at time of manufacture.

Secondary painting to achieve color is not acceptable.

C. Jamb/Header connection shall be coped by Computer Numerical Control (CNC) for tight fit.

D. Internal Reinforcement shall be continuous within the structure to allow for mounting of specified hardware. Material shall be completely non-organic with a minimum hinge screw holding value of 656 lbs. Frame screw holding value to accommodate screw shall be a minimum of 1,000 lbs per screw. Dissimilar materials, such as steel, will be deemed unacceptable as reinforcement for hardware attachment.

E. Mortises for hardware shall be accurately machined by CNC to hold dimensions to +/- 0.010 inch in all three axes.

F. Hinge pockets shall be accurately machined by CNC to facilitate heavy duty hinges at all hinge locations, using plastic shims when standard weight hinges are used.

2.05 LOUVERS

A. Approximately 18”X18” fixed 45-degree louver.

B. All parts, sills, slats, or vanes shall be made of gel coated FRP with a glass-to-resin ratio of at least 30:70.

C. Color coat shall be integrally molded, and match the main door body.

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2.06 DOOR CLOSERS

A. Norton 7500 CLP-T AL, or approved equivalent product.

B. Provides the control of a full feature door closer plus a positive door stop.

C. Closer body constructed of a special aluminum alloy.

D. Door stop: steel arm detent riveted to soffit plate, permits a door swing to within 2º of nominal template opening.

E. All controls have independent valves for sweep speed, latch speed, and backcheck cushioning.

F. Mounted with stainless steel thru-bolts and sex nuts.

G. Thumbturn operated hold-open to engage/disengage hold-open.

2.07 PUSH PLATES

A. Trimco 1001-3 push plate, or approved equivalent product.

B. Size: 4”X16”.

C. 304 stainless steel, 0.05” thick.

2.08 PULL PLATES

A. Trimco 1017-3B pull plates, or approved equivalent product.

B. Size: 4”X16”.

C. 304 stainless steel, 0.05” thick.

D. ADA approved.

2.09 DEADBOLTS

A. Schlage Model B600 Deadbolt Locks, or approved equivalent product.

B. Provide with solid back plate (no thumb turn on the back side).

C. Locks shall be keyed to the existing locks. The Forest Service will provide keys to the existing locks, but it will be the Contractor’s responsibility to re-key the locks.

2.10 PRIVACY LOCKS

A. Pride Barco Lock Co. K-250 VL auxiliary indicator lock, or approved equivalent product.

B. Vacant/Occupied message.

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C. ADA compliant.

D. Provide two (2) emergency keys.

2.11 DOOR SWEEPS

A. FRP door sweep with neoprene by Chem-Pruf, or approved equivalent product.

2.12 KICK PLATES

A. Trimco K0050 kick plates, or approved equivalent product.

B. Size: 12” high by the width of the door.

C. 304 stainless steel, 0.05” thick.

2.13 HARDWARE

A. All hardware for the new doors shall be furnished by, or coordinated with, the door and frame manufacturer to ensure sufficient support/reinforcement, precision tooling and proper sealing methods.

B. Supply 304 stainless steel Chem-Pruf Five Knuckle Full Mortise Ball Bearing Heavy Weight Hinges, or approved equivalent product.

2.14 SITE-SPECIFIC DOOR SYSTEMS

A. Driftwood II Campground

1. Restroom Doors (Base Quote Item)

a. This work includes replacing four (4) doors total - three (3) doors to the restrooms and one (1) door to the plumbing chase on the building. The existing doors measure 36”X80”. The new door systems shall include the door, door frame, closer, push plate, pull plate, deadbolt, sweep, kick plate, and associated miscellaneous hardware.

2. Shower Doors (Base Quote Item)

a. This work includes replacing ten (10) doors to the shower stalls on the building. Eight (8) of the existing doors measure 30”X80”, and two (2) of the existing doors measure 36”X80”. The new door systems shall include the door, door frame, louver, closer, push plate, pull plate, deadbolt, privacy lock, sweep, kick plate, and associated miscellaneous hardware.

B. Oregon Dunes Day Use Area

1. Restroom Doors (Base Quote Item)

a. This work includes replacing three (3) doors total - one (1) door to the women’s restroom, one (1) door to the men’s restroom, and one (1) door to the plumbing chase on the building. The existing doors measure 36”X80”. The new door systems shall include the door, door frame, closer, push plate, pull plate, deadbolt, sweep, kick plate, and associated miscellaneous hardware.

C. Spinreel Campground

1. Restroom Doors (Optional Quote Item)

a. This work includes replacing three (3) doors total - one (1) door to the women’s restroom, one (1) door to the men’s restroom, and one (1) door to the plumbing chase on the building. The existing doors measure

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36”X80”. The new door systems shall include the door, door frame, closer, push plate, pull plate, deadbolt, sweep, kick plate, and associated miscellaneous hardware.

D. Horsfall Campground

1. Restroom Doors (Optional Quote Item)

a. This work includes replacing five (5) doors total - two (2) doors to the women’s restroom, two (2) doors to the men’s restroom, and one (1) door to the plumbing chase on the building. The existing doors measure 36”X80”. The new door systems shall include the door, door frame, closer, push plate, pull plate, deadbolt, sweep, kick plate, and associated miscellaneous hardware.

E. Cape Perpetua Visitor Center

1. Restroom and Visitor Center Doors (Optional Quote Item)

a. This work includes replacing five (5) doors total - one (1) door to the women’s restroom, one (1) door to the men’s restroom, one (1) door to the plumbing chase on the restroom building, one (1) door on the South side of the Visitor Center, and one (1) door on the North side of the Visitor Center. The existing doors on the restroom measure 36”X83”.

The existing doors on the Visitor Center measure 36”X80”. The new door systems shall include the door, door frame, closer, push plate, pull plate, deadbolt, sweep, kick plate, and associated miscellaneous hardware.

3. PART 3 – EXECUTION

3.01 INSTALLATION CONDITIONS

A. General

1. Contractor shall be responsible for ensuring that the new doors and frames fit properly and that all components interface properly to yield finished door installations that function properly and are aesthetically pleasing.

2. Door systems shall be customized for different applications – refer to Part 2.14 above for the door system to be installed at each site.

B. Verification of Conditions

1. Have the installer examine conditions under which construction activities of this project are to be performed.

2. Verify that openings are correctly prepared and sized to receive doors and frames.

3. Beginning construction activities of this project before unacceptable conditions have been corrected is prohibited.

3.02 DEMOLITION

A. Remove existing doors, frames, and all associated hardware as needed to accommodate the new doors.

B. The doors that are removed shall become the property of the Forest Service to salvage the hardware.

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C. The Contractor shall dispose of the old door frames and all other miscellaneous construction debris legally off Government land.

D. The Contractor shall ensure that all demolition and disposal operations are done safely, and in such a manner as to minimize disruption to the public and Forest Service personnel.

E. The Contractor shall be responsible for protecting all improvements not designated for demolition. In the event of damage caused by the Contractor to improvements not designated for demolition, the Contractor shall stop all work associated with the damage, notify the Contracting Officer, and repair the damage at the Contractor’s expense.

F. Leave site in a safe, clean, and weather-tight condition at the end of each work day.

3.03 INSTALLATION

A. Install all doors, frames, and all associated door hardware per the manufacturer’s recommendations, International and Local Building Codes, industry standards, and this Statement of Work. Where discrepancies exist between these requirements, immediately notify the Contracting Officer. The CO will have the final decision on which requirements shall apply.

B. Field alteration of doors or frames to accommodate field conditions is strictly prohibited.

C. Site tolerances: Maintain plumb and level tolerance specified in manufacturer’s printed installation instructions.

D. Install push/pull plates at a height of 48” from the ground to the centerline of the push/pull plates.

E. Install deadbolts at a height of 64” from the ground to the centerline of the lock.

F. Privacy (vacant/occupied) deadbolts shall be installed only on the shower stalls.

Mount at a height of 36” from the ground to the centerline of the lock.

G. Install kick plates at the bottom of the doors, on the same side of the door as the push plate. Louvers shall be installed only on the shower stalls, just above the kick plates.

H. Adjust doors in accordance with door manufacturer’s maintenance instructions to swing open and shut without binding and to remain in place at any angle without being moved by gravitational influence.

I. Adjust door hardware to operate correctly in accordance with hardware manufacturer’s maintenance instructions, and as instructed by the Contracting Officer, per the preference of Forest Service field personnel.

J. Protect door opening assemblies and door hardware from damage by subsequent construction activities until Final Inspection.

4. PART 4 – MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT

A. The method of measurement shall be for each door system that is replaced and accepted. The door system shall include the door, door frame, closer, lock, all associated hardware, and all other work specified in this Statement of Work.

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B. Pay items are classified as Base or Optional, and separated by sites. The door systems at Driftwood II Campground have been divided into three pay items – one for the restroom door systems, one for the 30”X80” shower stall door systems, and one for the 36”X80” shower stall door systems. The door systems at Cape Perpetua Visitor Center have also been divided into two pay items – one for the restroom door systems and one for the Visitor Center door systems. Refer to Part 2.14 of this Statement of Work for a description of the door system to be installed at each site.

4.02 BASIS OF PAYMENT

A. Payment will be for each completed pay items as follows:

PAY ITEM DESCRIPTION PAY UNIT

D2CG-1 Base: Driftwood II Each Campground Restroom

D2CG-2 Base: Driftwood II Campground Each 30”X80” Showers

D2CG-3 Base: Driftwood II Campground Each 36”X80” Showers

ODDUA-1 Base: Oregon Dunes Day Each Use Area Restroom

SCG-1 Optional: Spinreel Each Campground Restroom

HCG-1 Optional: Horsfall Each Campground Restroom

CPVC-1 Optional: Cape Perpetua Each Visitor Center Restroom

CPVC-2 Optional: Cape Perpetua Each

Visitor Center

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