SOW Bally Building.pdf
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- Solicitation number
- 140P5420R0031
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Other files
| File | Type | Posted |
|---|---|---|
| Sol_140P5420R0031.pdf | ||
| SOW Pole Shed Building.pdf | ||
| Past Performance Questionnaire.pdf | ||
| Davis-Bacon Act WD FL20200196.pdf | ||
| Drawings Pole Shed and Bally Bldg.pdf |
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National Park Service
Canaveral National Seashore Playalinda District
1434 CNS Maintenance Road Titusville FL 32796
Statement of Work
Wilsons Corner Bally Building Replacement
TABLE OF CONTENTS
Summary of Work… .........................................................................................Page 3
Division 01 General Requirements and Instructions to Bidders… ...................Page 4
Division 02 Existing Conditions and Demolition................................................Page 5
Division 03 Concrete ........................................................................ ...............Page 6
Division 05 Metals ........................................................................... ...............Page 6
Division 07 Thermal protection ........................................................ ................Page 7
Division 08 Doors ........................................................................... .................Page 7
Division 13 Special Construction .....................................................................Page 7
Division 22 Plumbing ...................................................................... .................Page 8
Division 26 Electrical ...................................................................... .................Page 8
Working Hours ................................................................................ .................Page 9
Safety Requirements ...................................................................... .................Page 9
Accident Reporting ......................................................................... ...............Page 10
Physical Security ............................................................................ ...............Page 10
Environmental Program .................................................................. ..............Page 11
Conduct of Contractor Employees .................................................. ..............Page 11
Damage or Loss of Contractor’s Supplies And Property .................................................................................. ..............Page 12
Statement of Work
Canaveral National Seashore Wilson Corner Pole Shed Replacement
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 Pole Shed Replacement.
Demolition includes:
• Removal of existing storage building.
Site work includes:
• Form and place 3500 psi concrete 6 inches thick with thickened edge as required for building anchoring.
• Erect a pre- engineered cold formed galvanized steel building as per drawings.
Nominal building size is 30 feet long by 30 feet wide. Structure will have 2 bays with cold formed galvanized steel framed walls to create 4 separate rooms.
• One room (Supply Room 1 on Drawings) will have a 6-0 X 6-8 double door with one active leaf, one (1) 3-0 X 6’-8” Fiberglass door and frame, and two 3-0 X 3-0 double hung insulated glass windows.
• The Equipment Room will have two (2) 3-0 X 6-8 door and two (2) 3-0 X 3-0 double hung insulated windows.
• Supply Room 2 will have one (1) 3-0 X 6-8 fiberglass exterior door and frame, and one (1) 3-0 X 6-8 interior door and frame, and one (1) 3-0 X 3-0 double hung insulated window. Supply Room 2 will have water and sewer roughed in and tested and a 5-ft X 8ft room framed and covered with interior door, frame and hardware.
• The Supply Room 3 will have one (1) 3-0 X 6-8 door.
Electrical work includes:
• LED light fixtures with single pole and 3-way switches, illuminated emergency exit lighting, and exterior wall lights.
Other Items Include:
• All personnel doors are to be Fiberglass exterior doors and frames 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.
• Lock functions will be Entrance and storeroom functions. Government will supply the cores.
• All rooms will be climate-controlled space and shall receive 2 inches of closed cell foam insulation on ALL walls and have insulated ceilings installed at 10-feet above finish floor (AFF).
• The Supply room walls shall be covered with ½ inch plywood, and the Small Equipment Room will be covered with ¾ in plywood.
DIVISION 1 GENERAL REQUIREMENTS
1. A scheduled on-site visit with a Park designated representative will be scheduled prior to bid submission. Due to the uniqueness of the site attending a site visit is highly recommended. 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 the Park’s policies, procedures and guidance with regard to performing work activities on federal lands.
7. The services shall be provided at: Wilsons Corner Maintenance Facility, Playalinda Beach, 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. No spoils can be removed from the site. The Government will provide a site to dispose of 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 it. Submittal of concrete testing will be required.
DIVISION 5 METALS
Cold Formed Steel:
• Interior Walls-6-inch galvanized 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
• 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 Screening:
• Bird Screening: Flattened, expanded aluminum, 3/4 by 0.050 inch (19 by 1.27 mm) thick.
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
Personnel Doors:
1. Frames shall be an 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 cylinder lock strike, full 4 ½ inch mortice hinge, and standard surface closer reinforcement. Any other manufacturers’ product must be submitted for approval by the Park.
2. Doors shall be an FRP flush door equal to Tiger Doors Extreme Duty Hurricane doors, prepped for 2 ¾ inch mortise deadbolt, 4½ inch full mortice hinges, and cylindrical lockset. Any other manufacturers’ product must be submitted for approval by the Park.
3. 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.
4. Locksets: BEST 9K series, keyless, lever handled, satin chrome finish.
5. Deadbolts: BEST 8T3 series, turn knob inside, 7 pin removable core keyed for outside, standard deadbolt, satin chrome finish.
6. Closure: Stanley QDC 100 series with extra heavy-duty arm with compression stop (non-handed), and painted aluminum finish.
7. Hinges: 4 ½ inch full mortice stainless steel hinges. Submittals required on door hardware.
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 30 ft L X 12 ft H gabled roof; to include four (5) 3’-0” X 6’- 8” personnel doors, one (1) 6-0 X 6-8 double personnel door. Six (6) vinyl double insulated windows are included in the project. Structure will have a 24-inch soffit front and rear, with gutters and downspouts sized to accommodate building area.
• Metal louvers will be installed in the Equipment room. One shall be installed in same opening and sleeve as the Supply rooms. Submittals required for drawings and materials to be used.
DIVISION 22 PLUMBING
• PVS schedule 40 pipe for water and sewer line rough-ins.
Execution:
• Rough-in under slab plumbing water and sewer lines for future use. Location will be marked on drawing.
• Rough in for a toilet and a sink. Roughed in plumbing shall be stubbed up a minimum of 12 inches above finished floor, within the nearest framed wall and capped.
• Rough-in for a toilet flange and cover. Extend piping a minimum of 5 feet from exterior of structure and cap.
• Water pipe shall be pressure tested, and sewer shall be stack tested with a minimum 8-foot stack for minimum of one hour.
DIVISION 23 HVAC
11,000 BTU Packaged Terminal Air Conditioner with heat pumps shall be installed in each Supply room. The equipment Room shall receive the same sleeve used for the PTAC units in the Supply Rooms.The Park will consider alternative HVAC systems such as mini split HVAC. Contractor must list alternative in their bid documents. Submittals will be required on HVAC units.
DIVISION 26 ELECTRICAL
• Main distribution Panel (MDP): 200-amp service panel. Square D is the preferred manufacturer.
• 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 Supply (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
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.
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