Warehouse_SOW.pdf

Scope of Work

1.0 CONTRACT PROJECT:

1.1 Project Title: Warehouse Maintenance

2.0 PROJECT CONTACT PERSONS:

2.1 On-Site Project Contact (PC)

Kendall Fancher NOAA/NOS/National Geodetic Survey 15351 Office Drive Woodford, VA 22580 Phone: (540) 376-6535 Email: kendall.fancher@noaa.gov

2.2 Contracting Officer Technical Representative (COR)

Erika Little NOAA/NOS/National Geodetic Survey Phone: 540-376-6536 Email: Erika.little@noaa.gov

3.0. PROJECT TASKS:

This project includes maintenance and repairs to a warehouse building located at the National Geodetic Survey’s Testing & Training Center, 15351 Office Drive, Woodford, VA 22580.

Associated tasks include:

• Repairing exterior wall masonry joints

• Cleaning and preparing exterior walls, soffits, doors and window trims for paint application

• Painting exterior walls, soffits, doors and window trims

• Repair walls and roof of shed structure

• Install new lighting and power receptacles in shed structure

• Paint Flagpole

3.1 Mortar joint repairs-

1) Remove all loose and deteriorated mortar from concrete cinder block joints.

2) Replace with new mortar of like material and color.

3.2. Preparation for painting-

1) Clean all wall, entry door, garage door and trim surfaces and allow surfaces to dry thoroughly.

2) Remove any loose, cracked, chipping or blistered paint - down to raw surfaces as necessary. Remove all surface rust from iron work around garage doors.

3) Patch all holes, gouges and cracks.

4) Caulk such places as seams and corners, above door and window trim, and where trim meets siding - or where any material meets a different kind of material, such as trim over masonry. Use high-grade exterior silicone caulk.

3.3. Painting-

1) Apply masonry surface paint primer over all masonry raw surfaces.

2) Apply high quality metal primer with rust inhibitor to iron work.

3) After primer has dried, apply two coats of high quality white exterior latex paint to masonry. Let each coat dry between applications according to the manufacturer's instructions.

4) Apply two coats of high-quality rust-inhibiting acrylic latex paint to all iron work in the same manner. Color to be selected by the PC.

5) Apply two coats of high quality exterior latex paint (color to be selected by the PC) to all doors, garage doors and trim (except iron work, above).

3.4 Repairs to shed structure-

1) Remove and dispose of existing metal siding and wooding framing members, replacing with seven (7) metal poles of sufficient size to support the shed roof. The metal poles are to be bolted in place to the existing concrete slab. Metal poles are to be finished, if necessary, in a manner that will provide protection from corrosion.

2) Remove and dispose of existing wooden rafters and metal roofing, replacing with metal trusses and metal purloins of sufficient size to support a metal roof. The original roof pitch is to be retained. Roof panels are to be Galvalume, 5V Crimped with a minimum gauge of 26. Metal trusses and/or purloins are to be finished, if necessary, in a manner that will provide protection from corrosion.

3.6 Installation of lighting and power receptacles –

1) Install six (6) LED lights, suitable for exterior use, evenly spaced under the shed roof in the locations identified in Figure 1. All lights will be switched from a single exterior rated switch, attached to the warehouse wall in the location identified in Figure 1.

2) Install three (3) 20-amp power outlets on the warehouse wall in the locations identified in Figure 1. Install a new 20 amp breaker in an existing sub-panel located inside the warehouse to service the outlets.

3.7 Paint Flag Pole –

1) Remove any loose, cracked, chipping or blistered paint - down to raw surfaces as necessary. Remove all surface rust.

2) Apply high quality metal primer with rust inhibitor.

3) Apply two coats of high-quality rust-inhibiting acrylic latex paint (color to be selected by the PC). Let each coat dry between applications according to the manufacturer's instructions.

4.0 PROJECT REQUIREMENTS:

The Contractor shall be responsible for verifying site conditions, making quantity take offs, obtaining accurate measurement of existing conditions, and performing any act or operation which may be necessary to properly bid the work and complete the same as depicted and specified. Failure to verify the existing site conditions shall not relieve the Contractor of the responsibility to complete the work as required.

4.1 Coordinate work schedule. Coordinate the site investigations and site work with the COR and PC. Construction shall be managed to provide minimal impact to the campus operation.

4.2 Storage of supplies and materials. Coordinate the on-site location(s) where materials and supplies are to be stored during construction with the COR and PC.

4.3 Disposal of construction waste materials. All debris resulting from this project are to be disposed of off-site by the Contractor.

4.4 Permits: Where governing regulations and imposed codes and standards require notices, permits, licenses, inspections, tests, and similar items or actions in order to lawfully proceed with the required work, Contractor shall obtain items and take those actions in accordance with the regulations of the governing authority. The costs of such permits, licenses, inspections, etc., are the obligation of the Contractor.

4.5 Installation: It shall be the responsibility of the Contractor to complete work in accordance with industry standards and in adherence with specifications provided by the manufacturer for all materials being used in this project. Additional procedures and materials may be required than is indicated herein. If any item specified herein conflicts with applicable codes and recommendations, the Contractor shall bring it to the attention of the Contracting Officer Representative for immediate resolution.

4.6 Submittals: Sufficient detail to review the proposal will be required at the time of offer, to include technical data sheets for all materials and products proposed for the project. Additionally, any warranties covering workmanship, products and materials will be required at the time of the offer. However, manufacturer's descriptive literature/shop drawings for all materials shall be submitted to the CO and PC for review after contract award. The descriptive literature/catalogue cuts shall be annotated/highlighted with sufficient clarity so as to identify each specific product proposed for this project and show its conformance with contract requirements.

4.7 Submittals are required for all building materials including: Shop drawings/product data/ samples, highlighting specific part numbers proposed, along with all selected options.

5.0. GOVERNMENT PROVIDED EQUIPMENT AND MATERIALS:

The Government will not provide any equipment or materials necessary for the contractor to successfully complete the tasks associated with this contract project. The contractor will provide all equipment, materials and supplies necessary to carry out the tasks associated with this contract project.

6.0. QUALITY ASSURANCE:

The PC will periodically evaluate the contractor’s performance and provide feedback to the COR concerning the quality of work associated with the tasks being performed. Upon completion of the project the PC will conduct a final inspection of all tasks performed and report to the COR on the quality of work completed.

7.0. GOVERNMENT REMEDIES:

The contracting officer shall follow FAR 52.212.4, Contract Terms and Conditions-Commercial Items (February 2004), for contractor’s failure to perform satisfactory services or failure to correct non-conforming services.

8.0. HOURS OF OPERATION:

The National Geodetic Survey Training Center & Laboratory facility hours of operation are Monday through Friday from 7:00 A.M to 4:00 P.M.. The facility is closed on weekend days and Federal holidays. All work conducted by the contractor shall be conducted during normal facility hours of operation.

9.0 Protection of Work and Property/Safety Requirements:

9.1 The Contractor shall protect the work, the site, and all existing property and structures within the limit of construction activities or that may be affected thereby until acceptance of the work. Any damage to property shall be repaired at the Contractor’s expense, to pre-damaged condition to the satisfaction of the COR.

9.2 Safety and health matters, as they relate to the work, are the exclusive responsibility of the Contractor.

9.3 The Contractor, under Occupational Safety and Health Administration (OSHA) requirements, is responsible for advising its employees of all Environmental and Hazardous Materials handling (if any) and is required to have and maintain SDS for all materials used by the Contractor in accordance with Federal and state laws and/or regulations.

9.4 Contractor must comply with all CDC guidelines.

Figure 1.

62’

12’ Metal Posts

Power Outlets Light switch

Light fixtures