SOW - 401MB Elastomeric Roof Coating.docx

DOCX document 27 KB Posted

Attached to
Roof Project MB401 Federal contract opportunity
Solicitation number
12619720B0002
Issued by
Department of Agriculture Animal and Plant Health Inspection Service Veterinary Services

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File Type Posted
A00003.pdf PDF
A00002.docx DOCX document
A00002.pdf PDF
A00001.pdf PDF
12619720b0002.docx DOCX document
Building 401MB Elastomeric specs and existing Roofing Specs.pdf PDF
12619720B0002 1442.pdf PDF
wages.pdf PDF
Building 401MB Existing Upper and Lower Roof Drawings.pdf PDF

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Statement of Work Building 401MB Elastomeric Roof Coating USDA, Ames, IA 7-10-20

Project Requirements:

Background:

The NCAH Building 401 (also referred to as the MB building) was constructed as a temporary laboratory facility in 2002. The existing roof of Building 401MB is in poor condition. Due to wind and various weather conditions over the years, the roof has lost many of its original fasteners which has become an integrity concern and these missing fasteners have become potential leaks for water. The general scope of this project is to inspect the entirety of the roof of Building 401MB, replace any missing fasteners or brackets and seal the entire roof (upper and lower) using an elastomeric sealant as described below to ensure that water will not enter the building and damage any items inside.

Scope:

The general scope of this project is as follows:

1. Inspect all 11,900 S.F. of roofing (upper and lower) for defects (loose fasteners, missing fasteners, damaged pieces of roofing, etc.)

2. Inspect gutter system to ensure it will drain water as originally designed. Repair any sections or areas as needed. See attached document “Original Downspout Specifications” for reference to material and fasteners.

3. Replace any and all fasteners that have become loose and/or are missing altogether. See attached document “Original Steel Roof Specifications” for reference to materials and fasteners.

4. Seal any and all fasteners with a sealant that is designed for this type of application and environment. Sealant shall be an ERsystems® H.E.R. flashing grade single component moisture-cure polyurethane roof sealant or approved equivalent.

5. Power wash and clean all 11,900 S.F. of metal roofing per the sealant manufacturer’s application requirements prior to sealing the roof to ensure surface is free of contaminants.

6. Seal any and all seams in metal roofing with a sealant that is designed for this type of application and environment. Sealant shall be an ERsystems® H.E.R. flashing grade single component moisture-cure polyurethane roof sealant or approved equivalent.

7. Seal around any and all roof penetrations with a sealant that is designed for this type of application and environment. Sealant shall be an ERsystems® H.E.R. flashing grade single component moisture-cure polyurethane roof sealant or approved equivalent. See attached product specifications.

8. Seal all 11,900 S.F. of metal roofing (upper and lower) with an elastomeric sealant that is designed for this type of application and environment. Sealant shall be an ERsystems® H.E.R. flashing grade single component moisture-cure polyurethane roof sealant or approved equivalent.

9. Contractor will follow manufacturer’s recommended method of application for all products used.

General Requirements

1.01 Work Restrictions & Conditions

A. Site Security Access

1. Access to the construction site is controlled by a security fence and visitor/contractor check-in/check-out system. All contractor/subcontractor employees shall sign-in and out at the main site entrance gate and wear a contractor/visitor identification badge at all times while on the site. The ID badges will be turned in at the end of the work day. A current government-issued identification with a picture ID is required for entry.

2. Access to each individual site shall be arranged by the Contracting Officer's Representative according to the schedule submitted by the contractor and approved by the Contracting Officer’s Representative. The contractor shall coordinate and schedule his/her work under this contract to cause the least interference with the normal flow of visitor and employee traffic.

3. Construction vehicles will be allowed access adjacent to the work; contractor employee’s personal vehicles shall be parked in the facility parking lots.

4. The Contractor shall use only the service roads and access routes approved by the Contracting Officer’s Representative.

5. Work shall be confined to the areas identified on the Drawings. Unless accompanied by a NCAH/USDA employee, the Contractor, subcontractors, and their employees shall not enter buildings or facilities not specifically part of this project. Reasons included, but are not limited to, disease control and health requirements.

6. Additional security requirements may be imposed when the Federal Government raises the Homeland Security Alert Level. Additional directions will be provided if the situation occurs.

7. Failure to comply with access requirements shall be adequate grounds for removal of the Contractor/subcontractor employees from the site and barring further site access to individuals.

B. Work Hours: Regular work hours for the site are 8:00am to 4:30PM, Monday through Friday, excluding Government holidays. Requests for exceptions to this schedule shall be made in writing forty-eight (48) hours in advance and approved by the Contracting Officer's Representative.

C. Work Outside Regular Work Hours: Work scheduled outside regular work hours including late hours, Saturdays, Sundays, and Government holidays requires Contracting Officer’s Representative (COR) approval in advance. Make application to the COR at least 5 calendar days prior to such work to allow arrangements to be made by the Government for access to the work area and inspection & monitoring arrangements. Requests shall include the exact dates, hours, location, and purpose of the exception. If approved, the COR will coordinate access with the site security office.

D. Construct Work in stages to accommodate Owner’s use of premises during construction period. Coordinate construction schedule and operations with Contracting Office’s Representative (COR).

1. Phases of construction are those indicated in Drawings.

E. Coordinate use of premises under direction of the COR. Contractor shall confine construction equipment, storage of materials and equipment and operations of workers to areas permitted by law, ordinances, permits, or requirements of Contract Documents, and shall not unreasonably encumber premises with construction equipment or other material or equipment.

1. Assume full responsibility for protection and safekeeping of items under this Agreement, stored on site.

2. Move any stored items, under Contractor’s control, which interfere with operations of Owner or separate contractor.

3. Obtain and pay for use of additional storage or Work areas needed for operations.

F. Owner will occupy premises during entire period of construction for conduct of its normal operations. Coordinate with Owner’s Representative/COR in all construction operations to minimize conflict, and to facilitate Owner usage. Contractor shall at all times conduct its operations as to ensure least inconvenience to Owner.

1.02 Security Clearance Requirements

A. Use of Premises

1. Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the work is approved.

2. Keep driveways, entrances, walkways, and doorways serving premises clear and available to the Government, employees, visitors and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

3. Limited parking may be available on the site away from each facility.

4. The contractor shall provide a list of all staff employees that will be working on the project to the Engineering Project Manager (EPM) a minimum of three days in advance. The contractors that will be onsite will be required to provide a valid driver’s license and be a valid United States Citizen to be able to access campus.

5. Once onsite, contractors will be escorted by a USDA employee to the location of the work and will be escorted at all times while onsite.

B. Adherence to Security Policies and Procedures

1. The Contractor shall adhere to all Site, APHIS and USDA security policies and procedures including Code of Federal Regulations Requirements, Standard Operating Procedures, Security Directives, Security Procedures, General Orders, Post Orders and any applicable Government Policies and Procedures.

a. Failure to adhere to or violation of any above listed requirements, procedures, directives, orders and/or policies may result in criminal prosecution or contractor representative or contractor employee (violator) removal.

1.03 Intent of Contract Drawings

A. Government provided drawings, henceforth referred to as “Contract Drawings”, do not attempt to show complete details of building construction that may affect installation. Government provided diagrams of proposed systems are for reference only and do not necessarily show physical arrangement of all equipment and/or maximum number of devices. Minimum system requirements are shown.

B. Devices are shown diagrammatically only. System layout does not necessarily show maximum number of system components and should not be used for obtaining quantities for linear runs of conduits and wires. The contractor shall provide all conduits and wire wherever needed to complete installation of specific equipment required and provided by the contractor.

C. Locations of existing and Government concept devices are approximate and may be distorted for clarity in representation.

1.04 Regulatory Requirements

A. The equipment materials, installation, workmanship, and operation shall conform to the most stringent applicable requirements of the most recent editions of the associated publications, in the below section and in the attached specifications unless otherwise noted:

1. National Fire Protection Association (NFPA)

a. NFPA 101 – Safety to Life from Fire in Buildings and Structures.

b. NFPA 1 – Uniform Fire Code

c. NFPA 5000 – Building Construction and Safety Code

2. Underwriters Laboratories, Inc. (UL)

a. Appropriate UL Standards

3. State and Local Building Codes as adopted by the Authority Having Jurisdiction (AHJ).

4. The Uniform Federal Accessibility Standards (UFAS)

5. Occupational Safety and Health Administration (OSHA)

6. Architectural Barriers Act (ABA)

7. Equipment Manufacturer Printed Instructions

1.05 Coordination

A. The contractor shall coordinate all work with the Contracting Officer's Representative. In general, Owner will need a minimum of four weeks’ notice to prepare current occupants for construction process.

B. The contractor shall submit an installation schedule for review and approval by the Contracting Officer's Representative within ten (10) days of task order award.

C. The contractor shall be solely responsible for coordinating work with all subcontractors and ensuring that all items of joint use in conjunction with installations are completed.

1.06 Special Provisions

A. The Contractor shall confine all operations to within the work limits of the project and exercise special care to maintain natural surroundings undamaged. All surfaces that have been altered for the installation of the roofing material shall be refinished to match original condition by skilled personnel of the trades involved at no additional expense to the Government.

B. Finished surfaces of existing facilities that are affected, marred, scratched, or damaged by the contractor shall be refinished to match original condition.

1. Patching material shall be of the same type, style, and thickness, and shall be finished to match existing adjacent surface construction in color and texture.

2. Patching material, paint color, paint material and paint application methods shall be approved in advance by the Contracting Officer’s Representative.

C. No building structural members shall be cut or altered without prior approval of the Contracting Officer's Representative.

D. The contractor shall ensure that the building is at all times, protected from the elements. Building must remain dry inside at all times.

E. Any damage resulting from contractor's operation shall be brought to the attention of the Contracting Officer's Representative immediately.

F. The contractor shall take all necessary and reasonable measures to keep the work site clean of trash and debris. Work areas shall be cleaned immediately as work in that area is completed, and before moving to a new work site. Place all trash and debris in OSHA approved containers, remove, and dispose of trash off site daily.

G. The contractor shall move all materials, and equipment, including ladders and scaffolding from the site at the completion of each day's operation unless otherwise approved by the Contracting Officer's Representative.

H. The contractor shall provide proper safety equipment to workmen and ensure a safe environment for employees and the general public at all times. The contractor shall work to ensure free, unobstructed, and safe access to and about the work area.

1.07 Temporary Facilities

A. Utilities: The existing USDA utilities at the site may be used by the Contractor for completion of the contract work at no cost to the Contractor. The Contractor shall be responsible for making and removing any utility connections.

B. Telephones: The Contractor shall equip all his foremen and work leaders with cell phones as necessary to coordinate the work effort. The Government will not provide any phone service to the project.

C. Construction Trailer: The Contractor may locate a job trailer to the site. Location and services shall be coordinated with the COR prior to delivery of any materials and/or construction beginning on site.

D. Toilet Facilities: Contractor may use toilet facilities in Building 402 located to the south of Building 401MB.

E. Dumpster/Roll-off: The Contractor may locate a dumpster/roll-off to the site. Location and services shall be coordinated with the COR.

1.08 Hot Work Plan:

A. The Contractor/subcontractor shall have a written plan in place to manage the safety and fire hazards associated with hot work. The Plan shall include fire watch and all other requirements in accordance with OSHA. The Contractor/subcontractor shall maintain written records of hot work until final acceptance of the project and shall provide copies to the Owner’s Representatives at any time requested.

1.09 Close-out Submittals

A. Warranty Documentation

1. Warranty List: Provide a warranty summary sheet in spreadsheet format with all the warranties listed by section, description, supplier, warranty contact, start date, end date. Provide electronic copy to the COR and place printed copy in the front of the Warranty Binder.

2. Warranty Copies in Binder: Provide one signed & dated copy of all warranties for roofing system installed on the project. The Warranty binder shall be divided by Specification Section and shall be provided to the COR. An electronic (scanned) copy of the Warranty Binder in a PDF file shall be submitted with the final close-out documentation.

B. Operation & Maintenance Manuals: Contractor shall provide a printed copy of all Operation & Maintenance documentation provided with the roofing systems installed in the project and place the manuals in an organized binder. The O&M Manuals shall be organized by specification section and shall have an index at the front of the binder. The Contractor shall also provide a PDF version of the Manuals to be submitted with the close-out documentation.

END OF SECTION

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