TE 1 Annex J 420 Facility Maint Horizontal to OPORD 18-011.docx

TE 1

Annex J

Facility Maintenance - Horizontal

16 December 2020

Table of Contents

Annex J ( CLS 420 Facilities Maintenance Horizontal) to OPORD18-011: IMCOM Enterprise Base Operations (BASOPS) Performance Work Statement (PWS) Templates (U) i

1.0 General Information.

1.1 Overview. The Contractor shall perform Maintenance and repair of surfaced areas, including asphalt and cement concrete pavements, gravel and earth surfaced areas, and associated structures. The Contractor shall inspect, repair, and maintain the utility systems and components associated with facilities listed in real property records. Work shall be performed by qualified personnel in accordance with (IAW) applicable laws, regulations, Technical Exhibit (TE) 2 and Technical Exhibit (TE) 3.

1.2 Components.

1.2.1 Surfaced Areas. Surfaced areas covered under this contract include, but are not limited to, the following:

a. Paved and unpaved roadways, trails, and shoulders

b. Paved and unpaved parking areas

c. Vehicle storage and staging yards

d. Maintenance yards

e. Supply yards

f. Bridge Surfaces

1.2.2 Utility Systems. N/A

1.2.3 Utility Outage. The Contractor shall give a five (5) work day notice (or within 15 minutes of work commencement for emergency requirements) to the Contracting Officer (KO) and all affected customers when planned maintenance , inspections, or repairs are scheduled requiring an outage or disruption of service. The notification shall include the reason for the outage, if it will completely interrupt or reduce the level of service, the facilities or areas affected, date, time, and an estimate of when normal service will resume.

1.2.3.1 Coordination. The Contractor shall coordinate in advance with the Contracting Officer’s Representative (COR) and building occupants to avoid disruption of building operations.

1.3 Work Management and Control.

1.3.1 Reporting Requirements. N/A

1.3.2 Publications and Forms. Specific publications and forms required for the accomplishment of work described in this CLS service are listed in TE 2.

2.0 Description of Services.

2.1 Surfaced Areas. The Contractor shall perform corrective paving actions as needed to surfaced areas, including but not limited to: adding dirt and gravel to roadways and parking areas, repairing asphalt, milling, cape seal, chip seal, regrading, repainting and repairing potholes. The Contractor shall maintain and repair all paved surfaces, including flexible and rigid pavements, paved roads, paved parking areas, sidewalks, recreational areas, road shoulders, ramps and bridge surfaces. The Contractor shall follow all current VDOT standards.

2.1.1 Pothole Repair. Potholes shall be repaired IAW established approved plans, technical manuals, Unified Facilities Criteria (UFC), and Army Regulations in TE 2. The Contractor shall perform repairs using the same material as the adjacent areas and shall obtain approval from the KO. The Contractor shall follow all current VDOT standards.

2.1.2 Road Pavement Marking. The Contractor shall mark pavement in dry weather when the temperature exceeds 40F. The Contractor shall be responsible for replacement of roadway markings, parking lot parking stall marking, handicap marking or other exsiting markings after placement of new asphalt or remarking. The Contractor shall be responsible for putting up and removing any necessary safety barriers (e.g., cones and signs) in TE 2. The Contractor shall use VDOT approved Class III epoxy marking paint 20 mils thick following all current VDOT standards.

2.1.2.1 Crosswalk Painting. The Contractor shall paint crosswalks using diagonal with transverse lines as identified in TE 3.

2.1.3 Range Road Maintenance . N/A

2.1.4 Tank Trails. N/A.

2.1.5 Bridge Maintenance . N/A

2.1.6 Dam and Retention Pond Maintenance . N/A

2.1.7 Army Airfield Pavement Maintenance . N/A

2.1.8 Maintenance of Existing Railroad Tracks. N/A

2.1.8.1 Components. N/A

2.1.8.2 Semi-Improved Grounds (Common Areas) Track Access. N/A

2.1.8.3 Range Area Railroad Track Access. N/A

2.1.8.4 Disposal. N/A

2.1.8.5 Cutting Standards. N/A

2.1.8.6 Grounding. N/A.

2.1.8.7 Temporary Rail Closure. N/A

2.1.8.8 Switch Preventive Maintenance . N/A

2.1.8.9 Pre-Movement and Inclement Weather Inspections. N/A

2.2 Utility Systems. N/A

2.2.1 Electric Distribution System. N/A

2.2.1.1 Uninterruptible Power Supply (UPS) Systems. N/A

2.2.1.2 Area Lighting. N/A

2.2.1.3 Traffic Controls. N/A

2.2.2 Natural Gas Distribution System. N/A.

2.2.3 Water Distribution Systems. N/A

2.2.4 Wastewater Collection System. N/A

2.2.4.1 Mains and Service Lines. N/A

2.2.4.1.1 Replacing Pipe. N/A

2.2.4.2 Sewage Lift Station for Septic Systems. N/A

2.2.4.3 Manholes. The Contractor shall maintain by raising top to ground level; and removal of grit, sand, and debris from manholes. Manholes shall be structurally sound, clean, and free of debris. Manholes shall be covered with cast iron manhole lids. Manholes shall have concrete collar poured around cast iron securing it in place.

2.2.4.4 Sanitary System Maintenance . N/A

2.2.4.5 Ordinances. N/A.

2.2.4.5.1 The Contractor shall perform the work IAW the following:

a. OSHA, codes and laws

b. VDOT Roads and Bridge Specification 2016

c. VDOT Road and Bridge Standards 2016

d. Environmental laws and directives

e. Fort Lee’s Environmental Special Conditions Package (ESC) 2019

f. AR 420-1

g. Manufacturer’s specifications and instructions

h. Federal, State, and Local EPA regulations

2.2.5 Storm Water Collection System. N/A

2.2.5.1 Storm Water Collection Main Repair. N/A

2.2.5.2 Preventive Maintenance . N/A

2.2.5.2.1 N/A.

2.2.5.2.2 N/A

2.2.5.3 Storm Sewers. N/A

2.2.5.4 Notice of Storm Drainage Service Disruption. N/A

2.2.5.5 Compliance. N/A.

2.2.5.6 Reporting Requirements.

2.2.5.6.1 The Contractor shall use the installation’s most current Storm Water Management Plan at the time of contract performance. As the plan is For Official Use Only (FOUO), contact the COR to obtain a copy of the plan as required by current Operations Security (OPSEC) procedures.

2.2.5.6.2 Installation Storm Water MaN/Agement Plan (SWMP). N/A

2.2.5.6.2.1 N/A

2.2.5.6.3 N/A

2.2.5.6.4 Integrated Contingency Plan (ICP) for Spill Control and Response. The ICP shall be submitted to the COR IAW Deliverable A010.

2.2.5.6.5 The Contractor shall submit a plan for approval to the KO, within 30 days of contract award, that is implemented to safeguard the wastewater and storm water systems. The Contractor shall identify tasks that are performed to prevent storm water discharges and the personnel assigned to perform those tasks. The Contractor shall ensure assigned personnel receive the required training as contained in the plan. A training certificate for each qualified employee shall be kept with Contractor records and made available upon request.

2.2.5.6.6 N/A

2.2.5.6.7 N/A

2.2.5.7 Training. N/A

2.2.5.8 Certification. N/A

2.2.6 Other Utility Systems.

2.2.6.1 Fuel Storage and Distribution Systems. N/A

2.2.6.2 Fuel-Powered Pump Maintenance . N/A

2.2.6.3 Emergency/Backup Generators (not attached to building). N/A

2.2.6.4 Other Water Distribution Systems. N/A

2.2.6.5 Other Sanitary Wastewater Collection Systems. N/A

2.2.6.6 Fire Hydrants. N/A

2.2.6.6.1 Flow Testing. N/A

2.2.6.6.2 Hydrant Maintenance During Flow Testing. N/A

2.2.6.7 Backflow Preventers. N/A

2.2.6.8 Water Stop Boxes. N/A

2.2.6.9 Water Testing and Disinfecting. N/A

2.2.6.10 Monitoring Systems. N/A

2.2.6.11 Golf Courses. N/A

2.2.6.12 Athletic Fields. N/A