SOW Pole Shed Building.pdf

National Park Service

Canaveral National Seashore Playalinda District

1434 CNS Maintenance Road Titusville FL 32796

Statement of Work

Wilsons Corner Pole Shed Replacement

TABLE OF CONTENTS

Summary of Work ........................................................................... ................Page 3

Division 1 General Requirements and Instructions to Bidders….................... Page 4

Division 2 Existing Conditions and Demolition ................................ ................Page 5

Division 3 Concrete ......................................................................... ...............Page 6

Division 5 Metals ............................................................................ ................Page 6

Division 7 Thermal .......................................................................... ................Page 7

Division 8 Doors ............................................................................. ................Page 8

Division 13 Special Construction ..................................................... ...............Page 8

Division 26 Electrical ....................................................................... ...............Page 9

Desired Outcome.............................................................................................Page 9

Working Hours ................................................................................ ..............Page 14

Safety Requirements ...................................................................... ..............Page 14

Accident Reporting ......................................................................... ..............Page 15

Physical Security ............................................................................ ..............Page 15

Environmental Program .................................................................. ..............Page 16

Conduct of Contractor Employees .................................................. ..............Page 16

Damage or Loss of Contractor’s Supplies And Property .................................................................................. ..............Page 17

Statement of Work Canaveral National Seashore Wilson Corner Pole Shed Replacement

GENERAL

Contractors shall use industry standards or better concerning the use of materials, equipment and methods specific for each task. The location of this project for which these services are contracted is within the Canaveral National Seashore (CANA), a unit of the National Park Service (NPS), in Brevard County, Florida. The closest city will be Titusville, Florida. The project site is located at the Wilsons Corner Maintenance Facility.

WORK TO BE PERFORMED

Summary of Work:

This summary of work includes some quantities and dimensions to assist bidders with initial estimating capabilities. Bidders are responsible for verifying exact quantities and dimensions prior to bid submission. The project consists of demolition of the existing structure and construction of a new pre-engineered cold formed galvanized steel building connected to the new building associated with the Playalinda District Bally Building Replacement.

Demolition includes:

• Removal of existing pole structure and any concrete slab associated with it, and the existing fence running along the building to be demolished.

Site work includes:

• Limited tree removal

• Removal of topsoil

• Proof rolling of site / cut and fill of areas requiring it

• Fill, grade, and compact building site as well as area defined on drawings

• Form and place 3500 psi concrete 6 inches thick with thickened edge as required for building anchoring.

• Erect a cold formed pre-engineered steel building as per drawings. Nominal building size is 90 feet long by 30 feet wide. There is an additional 30 feet x 30 feet cold formed galvanized steel building that must connect to this building, under a separate solicitation.

• Structure will have 6 bays with rolling steel doors installed between frames, with electric openers. Rolling steel door sizes are (2 EA) 12 Ft x 10 Ft, (2 EA) 12 Ft x 12 Ft, (6 EA) 12 Ft x 14 Ft.

Electrical work includes:

• LED light fixtures with single pole and 3 & 4 way switches

• Illuminated emergency exit lighting

• Exterior wall lights

• 110-volt receptacles are included near each door. One (1) EA 3-0 x 6-8

Other Items Include:

• Fiberglass exterior door and frame, comparable to Tiger Door Extreme Duty

Hurricane doors and frames.

• Doors shall include closer, deadbolt, and locksets.

• Hardware shall be BEST hardware with removable 7 pin core. Government will supply the cores.

DIVISION 1 GENERAL REQUIREMENTS

1. A scheduled on-site visit with a Park designated representative will be scheduled prior to bid submission. After contract award the contractor shall field verify all proposed dimensions and provide submittals to the Contracting Officer’s Representative for approval prior to purchasing materials.

2. The contractor shall provide all supervision, management, tools, supplies, materials and any material testing, equipment, transportation, and labor in accomplishing the work under this contract.

3. Contractor is responsible for Quality Control (QC). The QC must be designated in writing and must have the authority to stop the work and require that defective or deficient work be removed.

4. Inclement Weather Preparedness / Hurricane Plan: Prior to commencement of work, Contractor must provide weather preparedness plan in writing to the Park should unfavorable weather patterns develop during construction. The Contractor and Park shall mutually agree upon a plan to secure the site and/or materials. No reimbursement or additional cost will be applied to Park for carrying out the plan. The Contractor shall not be entitled to, and the Park shall not be responsible for, any claim for additional compensation as a result of Contractor's compliance with the weather preparedness plan.

5. Debris removal: The contractor shall remove and where practical recycle all scrap materials and debris related to contracting, from park property and disposed of scrap material in a County approved landfill.

6. The contractor shall follow all of Canaveral National Seashore’s policies, procedures and guidance with regard to performing work activities on federal lands.

7. The services shall be provided at: Playalinda District, Wilsons Corner Maintenance Facility, Titusville FL.

DIVISION 02 EXISTING CONDITIONS

Existing pole shed structure and slabs require demolition and removal. The existing pole shed constitutes part of the facility perimeter fence line. Existing area is grass with several trees requiring removal. Grass and topsoil require removal. Excavated spoils cannot be removed from the property. The Government will provide a site to dispose of any removed soil.

DIVISION 03: CONCRETE

Cast in Place Foundation and Slab:

• Concrete footing and slab shall be minimum 3500 psi or higher dependent upon PEB supplier requirements and reinforced to meet PEB suppliers’ requirements.

• A 10-mil polyethylene vapor retarder with all seams continuously taped will be provided. 6 x 6 x 10 x10 welded wire fabric (WWF) shall be installed.

• Contractor is responsible for any additional reinforcement PEB manufacturer requires.

• Contractor will provide for materials testing for the concrete. Slab must have achieved 75% of 28-day design strength before loading or operating equipment on slab.

DIVISION 5 METALS

Cold Formed Steel:

• Interior Walls-6-inch metal studs attached to steel track top and bottom. Pressure treated wood shall be used as wood blocking as required.

Metal louvers:

• Metal Louvers shall be with bird screen

• Basis-of-Design Product: Architectural Louvers Co. (Harray, LLC); Model E6WH.

• Subject to compliance with requirements, provide the specified product or comparable product by one of the following:

• Manufacturers of equivalent products submitted and approved in accordance with

Section 01630 - Product Substitution Procedures.

• Louver Depth: 6 inches (150 mm)

• Frame and Blade Nominal Thickness: Not less than 0.080 inch (2.03 mm) for blades and 0.080 inch (2.03 mm) for frames.

• Louver Performance Ratings: Free Area: Not less than 8.2 sq. ft. (0.76 sq. m) for

48-inch- (1220-mm-) wide by 48-inch- (1220-mm-) high louver.

• Air Performance: Not more than 0.20-inch wg (50-Pa) static pressure drop at 800-fpm (4.1-m/s) free-area velocity.

• Wind-Driven Rain Performance: Not less than 99 percent effectiveness when subjected to a rainfall rate of 3 inches (75 mm) per hour and a wind speed of 29 mph (13 m/s) at a core- area intake velocity of 780 fpm (3.5 m/s). Not less than 99 percent effectiveness when subjected to a rainfall rate of 8 inches (200 mm) per hour and a wind speed of 50 mph (22 m/s) at a core-area intake velocity of 680 fpm (3.4 m/s).

• AMCA Seal: Mark units with AMCA Certified Ratings Seal.

Louver screens:

• General: Provide screen at each exterior louver.

• Louver Screen Frames: Same kind and form of metal as indicated for louver to which screens are attached.

• Louver Screening: Same kind of metal as indicated for louver.

• Bird Screening: Flattened, expanded aluminum, 3/4 by 0.050 inch (19 by 1.27 mm) thick.

Aluminum Finishes:

• High-Performance Organic Finish: 3-coat fluoropolymer finish complying with AAMA 2605 and containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pre-treat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

• Color and Gloss: As selected by Architect from manufacturer's full range.

Execution / Installation:

• Locate and place louvers and vents level, plumb, and at indicated alignment with adjacent work.

• Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weather-tight connection.

• Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as indicated.

• Repair damaged finishes so no evidence remains of corrective work. Return items that cannot be refinished in the field to the factory and refinish entire unit or provide new units.

DIVISION 7 THERMAL PROTECTION

Materials:

• Closed cell spray insulation. 2 inches thickness in exterior and interior walls and ceilings.

• Double foil back insulation with edges sealed on roof panels.

DIVISION 8 DOORS

A. Personnel Doors

a. Frames shall be a FRP door frame equal to Tiger Door FRP frame suitable for use with the Tiger Door Extreme Duty Hurricane doors. Frames must be prepped for deadbolt strike, and ASA 4 7/8 inch strike, full 4 ½ inch mortice hinge, and standard surface closer reinforcement. Any other manufacturers’ product must be submitted for approval by the Park.

b. Doors: Doors shall be a FRP flush door equal to Tiger Doors Extreme Duty Hurricane doors, prepped for 2 ¾ inch mortice deadbolt, 4 ½ inch full mortice hinges, and cylindrical lockset. Any other manufacturers’ product must be submitted for approval by the Park.

c. Hardware: Locksets and deadbolts shall be BEST hardware. NO SUBSTITUTIONS.

The deadbolt must be 7 pin removable core compatible. Cores will be provided by the Park.

i. Locksets: BEST 9K series, keyless, lever handled, satin chrome finish.

ii. Deadbolts: BEST 8T3 series, turn knob inside, 7 pin removable core keyed for outside, standard deadbolt, satin chrome finish.

iii. Closure: Stanley QDC 100 series with extra heavy-duty arm with compression stop (non-handed), and painted aluminum finish.

iv. Hinges- 4 ½ inch full mortice stainless steel hinges.

B. Garage Doors:

Roll up coil doors: Roll up coil doors shall be sized according to the drawings. They shall meet the Florida Building Code wind load requirements. Each door shall have an electric door opener with chain hoist as a backup. Push button control for each door and entrapment protection shall be provided.

DIVISION 13 SPECIAL CONSTRUCTION

Pre-engineered Cold Formed Steel (PEB) - PEB to be supplied and erected by contractor.

• PEB to be engineered for 150 mph wind speeds - exposure C 2014 (edited) FBC.

Engineered stamped drawings specific for footing, slab and building will be required.

• Structure is to be a pre-engineered galvanized cold formed steel building (PEB) nominally 30 ft W X 90 ft L X 16 ft H gabled roof; to include four (1) 3’-0” X 6’- 8” personnel doors, (2 EA) 12 ft wide X 10 ft high, (2 EA) 12-ft X 12-ft, (6 EA) 12’ X 14’, roll up garage doors with electric openers.

• Structure will have a 24-inch soffit front and rear, with gutters and downspouts sized to accommodate building area. (2 EA) 3 ft X 3 ft metal louver included in exterior skin of building.

DIVISION 26 ELECTRICAL

• Main Distribution Panel (MDP) - 200-amp service panel. Square D preferred.

• Bay Lights- LED 2 X 4 Ft high bay light fixtures.

• Emergency Exit Lights - Emergency Lights shall be illuminated and have emergency backup lights.

• Exterior Exit - Exterior exit lights shall be LED fixtures mounted adjacent to each exterior door and shall have photocell switches.

Execution:

• The MDP shall be located in the Pole Shed Replacement bldg. It shall provide power for the Bally Building also.

• Electrical work shall comply with NEC requirements.

• Electrical Work includes both medium and low voltage wiring and connecting.

Specifically, but not limited to, door openers and HVAC.

• All circuits and devices shall be tested before MDP is energized

DESIRED OUTCOME

The following are photos of a previous building replacement done in the Apollo District of Canaveral National Seashore. The park is looking to achieve something similar with this requirement for the Playalinda District of Canaveral National Seashore.

WORKING HOURS

Available Work Hours: Monday-Friday, 7:30 a.m. - 4:00 p.m. A proposed work schedule shall be developed by the contractor and approved by Contracting Officer's Representative (COR) prior to any work being performed. No work shall be performed during observed Federal Holidays.

The ten (10) Federal Holidays observed are:

1. New Year’s Day - January 1st

2. Martin Luther King's Birthday - 3rd Monday in January

3. Presidents Day - 3rd Monday in February

4. Memorial Day - Last Monday in May

5. Independence Day - July 4th

6. Labor Day - 1st Monday in September

7. Columbus Day - 2nd Monday in October

8. Veterans Day - November 11th

9. Thanksgiving Day - 4th Thursday in November

10. Christmas Day - December 25th

SAFETY REQUIREMENTS

1. Prior to a Notice to Proceed order is issued, the Contractor shall submit and receive approval on a site-specific Safety Plan.

2. The contractor and their employees will comply with all Occupational Safety and Health Administration (OSHA) standards.

3. The contractor is responsible for helping with the safeguarding the project site as work is being performed. Appropriate signs, warning devices, and barriers shall be used as appropriate to protect the public, government and contractor employees.

4. The Contractor shall ensure that all reasonable precautions are taken to protect the public in the areas where work is being performed.

5. The Contractor shall immediately report to the Contracting Officer Representative (COR) any potential hazards found by his employees on the project.

6. The Contractor shall not allow any persons, except employees, into work areas that are not otherwise open to the public; nor shall the Contractor transport in Contractor work vehicles any persons, except employees, during times the Contractor is on the project performing work under this contract

7. The Contractor shall use Job Hazard Analyses (JHA’s) as one of many tools to insure the safe performance of work.

8. Prior to performing work with inherent hazards, the Contractor shall conduct a safety meeting and review the approved JHA with those employees who will be performing the work. The Government may request advanced notification of the time and date of the above JHA Toolbox safety meeting for Contractor employees, so that the Government may attend such reviews. A copy of the approved JHA’s shall always be available to workers at the job site and a copy shall be provided to the Government.

SAFETY PLAN

Safety Plan provided shall at a minimum consist of the following topics:

1. Scope

2. Safety Program and References

3. Job Safety Analyses (JHA) and Associated Tasks

4. Personal Protective Equipment (PPE)

5. Visitor Protection/Traffic Control

6. Respiratory Protection Program

7. Heavy Equipment

8. Jobsite Inspections

9. Stop Work Policy

10. Training

11. Emergency Response Plan

12. Life Threatening Injuries

13. Non-Life-Threatening Injuries

14. Hazardous Materials Spills

15. Emergency Phone Numbers

ACCIDENT REPORTING

1. All reportable accidents, which are those resulting in death, occupational disease, traumatic injury to employees or the public, fires, and property damage by accident in excess of $100, shall be reported to the Contracting Officer and COR immediately. Within 7 days of a reportable accident, the contractor shall fill out and forward to the Contracting Officer an Accident/Property Damage Report (Form CM-22).

2. If the Government determines that the Contractor did not use reasonable care for Government property and caused damage to or loss of said property, the Contractor shall repair the damage or replace the property, at no cost to the Government. If the Contractor fails or refuses to make such repairs or replacement, the Contractor shall be liable for the cost, which will be deducted from the contract payment.

PHYSICAL SECURITY

1. The contractor shall cooperate with Government personnel in safeguarding Government facilities and property.

2. The contractor will secure all doors or gates given access to after the completion of contracted work activities.

3. The contractor shall be responsible for reporting to the COR all acts of vandalism, larceny, pilferage, or any other damage that is discovered. Reports shall be made no later than within 24-hours after discovery. Notification must be made via telephone or in person and followed-up in writing.

ENVIRONMENTAL PROGRAM

1. The Contractor shall comply with all Federal, State, and local laws, regulations and standards regarding environmental protection.

2. The Contractor shall conduct all contracted activities in a manner to prevent contamination of Government land and property.

3. The Contractor shall ensure all lubricants, petroleum products, cleaning materials, or any other hazardous substances are not spilled, leaked or disposed of on Government property.

4. The contractor shall dispose of all hazardous substance in accordance with environmental regulations.

5. If spills or contamination occur, the Contractor shall be responsible for cleanup and any associated costs in accordance with Federal, State and Local Law. Such spills shall be reported to the COR immediately.

6. The Contractor shall identify all hazardous waste associated with conducting required work items, and properly label, handle, and dispose of such waste in accordance with applicable regulations.

7. The Contractor shall address hazardous materials and hazardous waste on a Job Hazard Analysis form prior to commencing work contained within this contract.

8. The Contractor shall furnish the COR copies of the Safety Data Sheets (SDS) and an inventory list for all items stored, or being used by the Contractor employees on the Government facilities. The contractor shall maintain a separate SDS inactive file of all the products that have been used in the past, but no longer are being used to perform the work.

9. The contractor shall remove and where practical recycle all excess materials and debris related to contracting, from park property and disposed of excess material in a County approved landfill.

CONDUCT OF CONTRACTOR EMPLOYEES

1. All contractor employees and subcontractors performing work under this contract shall always conduct themselves in a professional and safe manner .

2. Continued or egregious unprofessional or unsafe behavior will be grounds for the permanent removal of the individual from performing work under this contract, as determined by the COR.

3. The contractor shall permanently remove from service under this contract, as described above, individuals whose behavior has been determined by the COR to be contrary to the public interest or inconsistent with the best interests of the NPS.

4. The CO or the COR may require the Contractor to immediately remove from the work site any employee or subcontractor who is incompetent, endangers persons or property, or whose physical or mental condition would impair their ability to satisfactorily perform the work. Notification to the Contractor will be promptly made in writing if time and circumstances permit. Otherwise, notification will be verbal and confirmed in writing as soon as possible.

5. All criminal activity or conduct unbecoming resulting in the dismissal of an employee by the contractor shall be reported to the COR.

6. No such removals of contractor employees as described above will reduce the contractor's obligation to perform any of the work required under this contract.

7. Contractor personnel shall not smoke inside government buildings, or within 50 feet from an entrance to government buildings. The use of e-cigarettes is also included in this restriction.

DAMAGE OR LOSS OF CONTRACTOR’S SUPPLIES AND PROPERTY

The Contractor shall be responsible for taking actions necessary to protect Contractor and their employee property from loss, damage or Theft. Government assumes no responsibility for loss, damage, or Theft, of the above. All incidents of Theft (or suspected Theft) of contractor materials, supplies, or equipment from the government facility shall be reported to the COR.

Canaveral National Seashore