1. Statement of Work.pdf

EDDYVILLE WAREHOUSE – ASBESTOS FLOOR REMOVAL AND OVERHEAD GARAGE DOORS

REPLACEMENT

POPE COUNTY ILLINOIS

HIDDEN SPRINGS RANGER DISTRICT

SHAWNEE NATIONAL FOREST

Part 1 - GENERAL

GENERAL REQUIREMENTS – STATEMENT OF WORK

A. This project consists of removal and disposal of asbestos-containing flooring at the Eddyville Warehouse office and replacement of overhead garage doors on the Warehouse.

The Base Bid work is the asbestos tile flooring abatement and the removal, disposal, and replacement of a single overhead garage door, estimated to be 12’ x 11’.

There is one Option Item which consists of removing, disposing, and replacing four overhead garage doors, each estimated to be 9.5’ x 11’.

This work includes but is not limited to furnishing all labor, materials, equipment, and supplies necessary for and incidental to the completion of the following:

• All abatement work, including transportation to and proper disposal of all items of demolition, insurance, and facilities in accordance with all applicable Federal, State, and Local Government regulations.

• Remove and dispose of the existing overhead garage doors on the Warehouse.

• Install four new 9.5’ x 11’ insulated overhead garage doors.

• Install one new 12’ x 11’ insulated overhead garage door.

B. All work shall be done in accordance with the International Building Code, International Council Electrical Code, and any superseding state or local codes.

C. All work shall take place Monday- Friday 8:00-4:30, unless otherwise authorized by the CO. This project is located at 100 Marla Street, Eddyville, Pope County, Illinois, on the Hidden Springs Ranger District in the

Shawnee National Forest.

Part 2 - PRODUCTS

A. Prior to beginning of abatement work:

1. Asbestos Containing Material is considered friable. Please consult the original testing sheets (attached) to help determine the proper containment needed as well as the appropriate method of removal, encapsulation requirements, permitting and disposal requirements for the State of Illinois Environmental

Protection Agency.

2. Any further testing and reports shall be the Contractor’s responsibility.

3. Provide a plan of removal to the COR a minimum of one week before beginning removal.

4. Provide copies of asbestos removal license of all workers.

5. Submit proof that all required permits and arrangements for transport and disposal of asbestos-containing materials have been obtained. Payment shall not be made until proof of disposal is received.

6. Post all required public warnings and safety information on site.

B. Overhead Garage Doors

1. All doors provided shall meet or exceed the following requirements:

a. Type: 2” thick, roll formed 24-gauge commercial steel.

b. Size: To be field verified prior to ordering. Four doors are estimated to be 9.5’x 11’. One door is estimated to be 12’ x 11’.

c. Section joints are to form weather tight tongue and groove joint.

d. Finish: Prefinished interior and exterior skins with 1 mil, three coat baked-on polyester topcoat over primer on a phosphate coating.

e. Color to be white.

f. Garage door style to be raised panel.

g. End Stiles: Pre-painted galvanized steel with pre-punched holes for easy hardware attachment. Shall have a 16-gauge double end hinge style.

h. Center Stile: 18-gauge galvanized steel.

i. Insulation type: Foamed in place CFC free polyurethane core.

j. Insulation minimum R-Value: 9

C. Tracks, Supports, and Accessories

1. Tracks: Existing tracks shall be utilized for the new doors where possible. Existing tracks shall be examined and evaluated for broken or missing hardware. Contractor shall be responsible for making recommendations for repairs or replacement as needed to the tracks, supplying necessary hardware and labor to complete the installation. Repair or replacement shall proceed upon written approval of the

COR. Repair or Replacement materials shall meet the following:

a. Manufacturer's standard, galvanized steel track system, sized for door size and weight, designed for lift type indicated and clearances shown, and complying with ASTM A653/A 653M for minimum

G60 (Z180) zinc coating. Provide complete track assembly including brackets, bracing, and reinforcement for rigid support of ball-bearing roller guides for required door type and size. Slot vertical sections of track spaced at 2 inches (51 mm) apart for door-drop safety device. Slope tracks at proper angle from vertical or design to ensure tight closure at jambs when door unit is closed. Weld or bolt to track supports.

i. Provide tracks configured for the following lift types: high as possible.

2. Track Reinforcement and Supports: Contractor shall utilize existing where possible. Existing reinforcement and supports shall be examined and evaluated for broken, damaged, or missing hardware.

Contractor shall be responsible for making recommendations for repairs or replacement as needed and supplying the necessary hardware and labor to complete the installation. Repair or replacement shall proceed upon written approval of the COR. Materials and hardware shall meet the following:

a. Galvanized steel track reinforcement and support members, complying with ASTM A36/A 36M and

ASTM A123/A 123M. Secure, reinforce, and support tracks as required for door size and weight to provide strength and rigidity without sag, sway, and vibration during opening and closing of doors.

b. Support and attach tracks to opening jambs with continuous angle welded to tracks and attached to wall. Support horizontal (ceiling) tracks with continuous angle welded to track and supported by laterally braced attachments to overhead structural members at curve and end of tracks.

i. Repair galvanized coating on tracks according to ASTM A780.

3. Weather Seals: Replaceable, adjustable, continuous, compressible weather-stripping gaskets of flexible vinyl, rubber, or neoprene fitted to bottom and top of overhead door.

a. Provide continuous flexible seals at door jambs for a weather tight installation.

D. Hardware

1. General: Provide heavy-duty, corrosion-resistant hardware, with hot-dip galvanized, stainless steel, or other corrosion-resistant fasteners, to suit door type.

2. Hinges: Heavy-duty galvanized steel hinges of not less than 0.0747-inch- (1.9-mm-) thick, uncoated steel at each end stile and at each intermediate stile, according to manufacturer's written recommendations for door size. Attach hinges to door sections through stiles and rails with bolts and lock nuts or lock washers and nuts. Use rivets or self-tapping fasteners where access to nuts is not possible. Provide double-end hinges where required, for doors exceeding 16 feet (4.87 m) in width, unless otherwise recommended by door manufacturer.

3. Rollers: Heavy-duty rollers with steel ball bearings in case-hardened steel races, mounted with varying projections to suit slope of track. Extend roller shaft through both hinges where double hinges are required. Provide 3-inch- (75-mm-) diameter roller tires for 3-inch- (75-mm-) wide track and 2-inch-

(51-mm-) diameter roller tires for 2-inch- (51-mm-) wide track.

a. Roller Material: Case-hardened steel.

4. Slide Bolt: Fabricate with side-locking bolts to engage through slots in tracks for locking by padlock, located on single-jamb side, operable from inside only. Suitable for padlock.

5. Mechanical Door Opener: Contractor to connect existing door openers to the new door and make necessary adjustments for safe and proper operation.

E. Counterbalance Mechanism

1. Torsion Spring: Counterbalance mechanism consisting of adjustable-tension torsion springs fabricated from oil-tempered-steel wire complying with ASTM A229/A 229M, Class II, mounted on a cross-header tube or steel shaft. Connect to door with galvanized aircraft-type lift cables with cable safety factor of at least 5 to 1. Provide springs calibrated for a minimum of 10,000 cycles.

2. Cable Drums: Cast-aluminum or gray-iron casting cable drums grooved to receive cable. Mount counterbalance mechanism with manufacturer's standard ball-bearing brackets at each end of shaft.

Provide one additional midpoint bracket for shafts up to 16 feet (4.87 m) long and two additional brackets at one-third points to support shafts more than 16 feet (4.87 m) long unless closer spacing is recommended by door manufacturer.

3. Cable Safety Device: Include a spring-loaded, steel, or bronze cam mounted to bottom door roller assembly on each side and designed to automatically stop door if either cable breaks.

4. Bracket: Provide anchor support bracket as required to connect stationary end of spring to the wall and to level shaft and prevent sag.

5. Provide a spring bumper at each horizontal track to cushion door at end of opening operation.

F. Manual Door Operations

1. Push-up Operation: Lift handles and pull rope for raising and lowering doors, operating with a maximum

25-lbf (111-N) lift or pull.

Part 3 - EXECUTION

A. Asbestos Removal

a. Contractor shall field verify all dimensions and quantities prior to ordering and beginning work.

b. The estimated amount of flooring to be removed is 232 square feet and is estimated to be 1/8” thick.

c. Provide temporary barricades and other protection required to prevent injury to people and damage to building.

d. Remove items attached to the flooring as required for complete removal.

e. Use care when removing existing plumbing and electrical fixtures on flooring that will be salvaged.

f. Non salvaged fixtures shall be removed and disposed of by contractor.

g. Remove flooring from structure with minimum breakage.

h. Clean all debris from structure and encapsulate surfaces that were in contact with the flooring with penetrating encapsulate.

i. Place material in properly labeled disposal bags as required by IEPA.

j. Care should be taken while working to make sure that damage does not occur to the rest of the building during demolition.

k. Contractor will be responsible for any damages incurred.

B. Overhead Garage Doors Replacement

a. Installation

i. General: Install door, track, and operating equipment complete with necessary hardware, jamb and head molding strips, anchors, inserts, hangers, and equipment supports according to Shop

Drawings, manufacturer's written instructions, and as specified.

ii. Fasten vertical track assembly to framing, spaced not less than 24 inches (600 mm) apart. Hang horizontal track from structural overhead framing with angle or channel hangers fastened to framing by welding or bolting or both. Provide sway bracing, diagonal bracing, and reinforcement as required for rigid installation of track and door-operating equipment.

b. Adjusting

i. Lubricate bearings and sliding parts; adjust doors to operate easily, free from warp, twist, or distortion and with weather-tight fit around entire perimeter.

ii. Touch-up Painting: Immediately after welding galvanized track to track supports, clean field welds and abraded galvanized surfaces and repair galvanizing to comply with ASTM A780.

Part 4 - CLEANUP AND DISPOSAL

A. All Materials removed, as well as other debris from the abatement and replacement shall be removed from the project site and disposed of according to IEPA.

B. Contractor shall keep all work areas free of trash and debris. At the end of the working day all trash and debris shall be removed from the area.

Part 5 - SAFETY PLAN

5.1 SUMMARY

A. References: In addition to publications referenced in the Contract and FAR 52.236-13, the following Code of

Federal Regulations (CFR) publications designate and define hazardous materials and conditions and establish procedures for handling these materials and conditions.

1. 29 CFR, Part 1910: Occupational Safety and Health Administration (OSHA) General Industry and Health

Standards.

2. 29 CFR, Part 1926: OSHA Construction Industry Standards.

3. 40 CFR, Part 61: National Emission Standards for Hazardous Air Pollutants.

4. 40 CFR, Part 261: Environmental Protection Agency (EPA) Characteristics of Hazardous Waste.

5. 40 CFR, Part 761, EPA Polychlorinated Biphenyls (PCBs), Manufacturing, Processing, Distribution in

Commerce and Use Prohibitions.

B. Acquisition of Publications: Referenced CFR publications may be purchased from the Superintendent of

Documents, U.S. Government Printing Office, Washington, D.C. 20402.

5.2 SAFETY MEETING

A. Prior to commencing work, representatives of the Contractor, including the Superintendent, shall meet with the

Government to review the Contract's safety and health requirements.

B. The Contractor's safety and health program shall be reviewed, and implementation of safety and health provisions pertinent to the Work shall be discussed.

5.3 COMPLIANCE WITH REGULATIONS

A. Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable codes, standards and regulations pertaining to the health and safety of personnel during execution of the Work. The Contractor shall have written safety and health programs in compliance with 29 CFR Parts 1910 and 1926.

5.4 PERSONNEL PROTECTIVE EQUIPMENT

A. Special facilities, devices, equipment, and similar items used by the Contractor in execution of the Work shall comply with 29 CFR Part 1910, Subpart I and other applicable regulations.

5.5 EMERGENCY SUSPENSION OF WORK

A. In accordance with FAR 52.236-13, when the Contractor is notified by the Government, of noncompliance with safety or health provisions of the Contract, the Contractor shall immediately, correct the unsafe or unhealthy condition. In accordance with FAR 52.236-13 if the Contractor fails to comply promptly, all or part of the Work will be stopped by Government notice. The Contractor shall not be allowed any extension of time or compensation for damages in connection with a work stoppage for unsafe or unhealthy conditions.

5.6 PROTECTION OF PERSONNEL

A. The Contractor shall take all necessary precautions to prevent injury to the public, occupants, or damage to property of others.

5.7 ENVIRONMENTAL PROTECTION

A. Dispose of solid, liquid and gaseous contaminants in accordance with local codes, laws, ordinances and regulations.

B. Comply with applicable federal, state and local noise control laws, ordinances and regulations, including but not limited to 29 CFR 1910.95 and 29 CFR 1926.52.