Annex J Facilities Maintenance Horizontal.docx

Annex J - Maintenance: Surfaced and Unsurfaced Areas PWS Fort Gordon BASOPS)

Annex J—Maintenance: Surfaced and Unsurfaced Areas

Base Operations and Maintenance Contract

Fort Gordon, Georgia

Table of Contents

2.1.7. Berms and Bunkers……………………..……………………………………... 15

3.0 Work Capability Levels……...…………………………………………………..16

1.0 General Information.

1.1 Overview.

The Contractor shall perform maintenance and repair of surfaced areas, including asphalt and cement concrete pavements, roadways, parking lots, trails, shoulders culverts, gravel and earth surfaced areas, bridges, and associated structures and appurtenances, range camps, and outlying areas, and associated structures at Fort Gordon. Work shall be performed by qualified personnel in accordance with (IAW) applicable laws and regulations listed in Section 7.2 and 7.2.1 of Annex A - Overarching Performance Work Statement (PWS) document.

1.2 Components.

1.2.1 Surfaced Areas.

The Contractor shall perform maintenance and repair of established Surfaced areas covered under this PWS that include, but are not limited to, the following:

All work shall be performed by qualified personnel IAW applicable laws, regulations, applicable Unified Facilities Criteria (UFC), and Government-developed annual and long-range plans and shall employ, to include but not limited to, Root Cause Analysis methods of problem solving and deliver workable options to the Contracting Officer (KO)/Contracting Officer’s Representative (COR) for consideration.

1.2.1.3 Paved Surface Sweeping.

The Contractor shall provide sweeping services for scheduled removal of dirt and debris from paved surfaces, parking areas, and pedestrian walks throughout the base as listed in Technical Exhibit (TE) J-010, Monthly Sweeping Schedule. The Contractor shall prioritized and scheduled based on the extent to which such ends can be accomplished. Priority Avenues and Roads are swept first, followed by all remaining cantonment class streets and facility parking lots. The Contractor shall sweep all specified paved surfaces (e.g., roads, road shoulders, and pedestrian walkways) once (1) a month and facilities parking lots twice (2) per year with a mechanical broom-type sweeper. Sweeping shall remove all debris and roadway dirt from the road center traffic path and all gutters to ensure proper drainage and runoff. Street sweeping for special events will be tasked to the Contractor for execution as listed in TE A-4.1, Special Services/Events.

A surface is considered properly swept after it has received a single-pass from a properly operating mechanical broom-type sweeper, over an area receiving normal sweeping maintenance and not covered with unusual spills or debris deposits. Sweeping shall remove all debris and roadway dirt from the road center traffic path and all gutters. All debris and litter collected by the street sweeper shall be disposed of by the end of the same working day.

The Contractor shall dispose of soil, debris or waste at a Georgia Environmental Protection Division approved off-post landfill area. The Contractor shall report to the COR and the Directorate of Public Works (DPW) ED on a monthly basis, or as requested, the date and location of street sweeping activities, the beginning and ending mileage for each street location and the tonnage of debris disposed each day. Deliverable J0002, Street Sweeping Report. The Contractor shall provide copies of the landfill tipping receipts as requested by the COR. Deliverable J0003, Street Sweeping Landfill Tipping Receipts.

A schedule shall be developed and maintained by the Contractor. The schedule shall be provided for review to the KO/COR within fifteen (15) calendar days of the start of the contract. The KO/COR will provide approval or comments to the Contractor within (15) days. Approved schedule shall be provided to the KO/COR on a monthly basis. Deliverable J0004, Street Sweeping Schedule. The Contractor will report to the COR on a quarterly basis, or as requested, the gallons of water used or the number of times the sweepers needed to be filled. The Contractor will provide the capacity of the sweepers. Deliverable J0005, Utilization.

1.2.1.4 Paved Surfaced Area Cleaning.

The Contractor shall manually clean sidewalks, gutters, and other areas inaccessible to mechanical sweepers associated with the above listed paved surfaces to remove rock, sand, dirt, and debris. The Contractor shall remove all growth in the cracks and joints in all pavement and medians.

1.2.1.5 Parking Lot Painting.

The Contractor shall paint parking lots. Parking lot painting shall conform to current Federal, State and Local standards with regard to surface preparation, paint application, and markings. The Contractor shall paint over any unauthorized parking markings, or curb signage unless explicitly allowed by Regulations. The Contractor shall install and maintain stop blocks in parking lots. Parking space lines, directional arrows, and other markings shall be repainted as required to ensure clear visibility.

The Contractor shall be responsible for putting up and removing any necessary safety and closure barriers (e.g., cones and signs). All paved parking lots shall be painted once every four (4) years. The Contractor shall coordinate paint scheduling with the facility occupants and closing parking lots as necessary to complete the activity. Schedule shall be provided for review to the KO/COR within fifteen (15) calendar days of the start of the contract. The KO/COR approval or comments will be provided to the Contractor within fifteen (15) calendar days. Deliverable J0006, Installation Street, Crosswalk and Parking Lot Striping Plan. Facility occupant may request repainting based on mission requirements. This unscheduled repainting will be accomplished through a DMO.

1.2.1.6 Condition Inspection of Pavement Network.

The Contractor shall perform and document condition inspections of pavements and appurtenances for determination of maintenance, repair, and construction requirements IAW Army Regulation (AR) 420-1, Army Facilities Management. The frequency of inspection is based on individual section condition and rate of deterioration, but in no case will the time between inspections exceed three (3) years. Vehicular traffic signs, signals, pavement markings, and delineators shall be inspected at least two (2) times per year to ensure conformance with the Army Installation Design Guide (IDG) and the latest edition of the Manual of Uniform Traffic Control Devices (MUTCD). Guardrails, impact attenuators, low water crossing depth gages, and other safety devices shall be inspected two (2) times per year. The Contractor shall submit a report of findings of the inspections to the COR within ten (10) working days following the inspection. Deliverable J0007, Inspection of Pavement Network.

1.2.1.7 Traffic Signs, Parking Lot Stop Blocks and Markings.

The Contractor shall install, maintain, and repair traffic regulatory warning and guidance signs, lane markings, islands, and delineator. Traffic marking and painting will be addressed via a Project Work Order (PWO). The Contractor shall repaint pavement markings as required ensuring good visibility of markings and safe flow of traffic. The Contractor shall also repaint lines after pavement resurfacing to ensure that they are clearly visible. The Contractor shall install and maintain stop blocks in parking lots. All new and replacement stop blocks installed shall be pre-cast/manufactured concrete.

Parking space lines, directional arrows, and other markings shall be repainted as required to ensure clear visibility. Painted markings on asphalt for existing handicapped parking spaces shall be removed vice repainted; only handicapped signage shall indicate the authorized handicapped parking space. All work to be accomplished IAW Georgia DOT specifications and the most current version of the MUTCD and IDG. This work shall be included in the Installation Street and Parking Lot Striping Plan annually. Deliverable J0006.

1.2.1.8 Grounds Repair Services.

All areas designated on TE F-012, Fort Gordon Area of Responsibility Map, shall receive the following grounds repair services to return areas to pre-damaged condition to meet safety and environmental requirements when required. These services shall include: grading, drainage, grounds repair, erosion repair-restoration-stabilization, maneuver damage, and the reestablishing of ground cover.

1.2.1.9 Grading and Drainage Repairs.

The Contractor shall implement the soil erosion program as prescribed in the Integrated Natural Resources Management Plan (INRMP). The Contractor shall take an active role in identifying any developing erosion areas not already identified in the plan. The Contractor shall perform grading and drainage requirements for damaged and disturbed areas as to return to pre-damaged conditions. This work will be accomplished in the designated areas identified in TE F-012, Fort Gordon Area of Responsibility, and be accomplished via a DMO or PWO.

1.2.1.10 Erosion Control in Landscaped Areas.

The Contractor shall implement the soil erosion program as prescribed in the INRMP. The Contractor shall notify the COR in writing within 24 hours upon discovery of developing erosion areas of landscaped areas not previously identified in the plan.

1.2.1.11 Surfaced and Unsurfaced Areas and Bridges.

The Contractor shall perform maintenance and repair services of surfaced and unsurfaced areas, parking lots, roads, sidewalks, hardstands, pads, tank trails, range roads, traffic signage, and bridges.

1.2.1.12 Spot Repair.

The Contractor shall repair potholes, upheavals, and eruptions of asphalt around fireplugs, in asphalt drainage ditches, and on all bituminous surfaced areas IAW Unified Facilities Criteria (UFC) 3-270-01, Asphalt Maintenance and Repair.

1.2.1.13 Maintenance of Bituminous Pavements.

All repair work or resurfacing shall be performed IAW established approved plans, and applicable Technical Manuals (TMs) and UFCs.

1.2.1.14 Shoulders.

The Contractor shall maintain road shoulders to protect the basic pavement structure, eliminate traffic hazards, and ensure proper drainage. The Contractor shall accomplish this requirement IAW UFC 3-250-18FA, General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage Areas. The Contractor shall re-vegetate the disturbance IAW the INRMP.

1.2.1.15 Utility Cuts.

The Contractor shall perform utility cuts in pavements as required to repair existing utilities or install new service. The Contractor shall follow the MUTCD for implementation of traffic control measures and submit a Maintenance of Traffic (MOT) Plan to the COR for review and approval at least fourteen (14) working days prior to commencement of utility cut work. Deliverable J0001, Maintenance of Traffic (MOT) Plan. The Contractor shall repair utility cuts using materials with the same physical qualities as adjacent undisturbed areas.

1.2.1.16 Maintenance and Repair of Gravel and Earth Surfaced Roads.

The Contractor shall perform maintenance and repair as required for gravel and earth surfaced roads, access roads, and gravel parking lots as identified in Fort Gordon real property records. The Contractor shall perform a quarterly inspection of all gravel and earth-surfaced roads and submit a report identifying deficiencies with recommended corrective actions to the COR by the fifth (5th) of the month for the previous quarter. Deliverable J0008, Quarterly Inspection of all Gravel and Earth Surfaced Roads. The Contractor shall maintain gravel and other earth-surfaced roads, access roads, driveways, and parking lots IAW applicable UFCs. The Contractor shall maintain earth shoulders and cut and fill slopes to allow surface drainage, and to protect road edge and control erosion. Grass and asphalt treatment or other approved soil stabilization and vegetation practices may be required to prevent erosion. Undesirable vegetation shall be controlled within the “clear zone” as defined in the MUTCD.

1.2.1.17 Recreation Areas.

The Contractor shall haul in fill dirt and tractor grade as necessary to maintain athletic and recreation areas for their designated use, TE J-001, Recreation and Athletic Fields.

1.3 Work Management and Control.

1.3.1 Reporting Requirements.

The Contractor shall prepare, submit, and maintain all maintenance records, files, and reports in General Fund Enterprise Business System (GFEBS).

1.3.2 Publications and Forms.

Specific publications and forms required for the accomplishment of work described in this Annex are listed in Section 7.2 and 7.2.1 of Annex A - Overarching PWS.

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, regrading, repainting, repairing potholes, clearing drainage areas, and repairing guardrails. The Contractor shall maintain and repair all paved surfaces, including flexible and rigid pavements, paved roads, paved parking areas, sidewalks, recreational areas, road shoulders, drainage systems, ramps, bridge surfaces, curbs, gutters, and erosion control areas, to include but not limited to all airfield-paved surfaces.

2.1.1 Pothole Repair.

Potholes shall be repaired IAW established approved plans, TMs, UFCs, and ARs included in Section 7.2 and 7.2.1 of Annex A - Overarching PWS. The Contractor shall perform repairs using the same material as the adjacent areas.

2.1.1.1 Maintenance and Repair of Bituminous and Cement Concrete Pavement.

The Contractor shall maintain paved surfaces of all types in a good state of repair with uniformity in appearance, at the original alignment and elevation, and free of damage, vegetation, potholes, scaling, spalls, surface breaks, and cracks. In order to provide smooth and safe surfaces, the Contractor shall keep surfaces free of potholes and road hazards. Work shall include, but not be limited to, repairing concrete surfaces, asphalt surfaces, and expansion joints. Items to be maintained include, but are not limited to, plant mix cold laid, plant mix hot laid, sand asphalt, sand tar, rock asphalt, and bituminous penetration macadam. All repair work shall be performed IAW all Federal, State, and Local specifications.

2.1.1.2 Gravel and Earth Surfaces.

The Contractor shall maintain gravel and other earth-surfaced roads, access roads, driveways, and parking lots by blading or dragging the surface until all ruts, holes, and washboards are filled. The surface shall be shaped to maintain a smooth riding surface and a uniform crown that permits proper drainage without pooling of water; the Contractor shall add base course material as needed to repair gravel parking lots and open storage areas. Finished surfaces shall match existing grade and drainage patterns.

2.1.2 Road Pavement Marking.

The Contractor shall mark pavement in dry weather when the temperature exceeds 40°F. The Contractor shall be responsible for putting up and removing any necessary safety barriers (e.g., cones and signs).

Contractor Road striping includes, but not limited to: all curb markings, special parking markings, road speed limits painted on the surfaces, caution lines, yield lines, directional markings, and road beading. The Contractor shall be responsible for putting up and removing any necessary safety and closure barriers (e.g., cones and signs). The Contractor shall keep a record documenting the dates that a road, intersection, or crosswalk is painted.

ii. The Contractor shall also block out white and yellow lane markings on paved roadways when no longer required by applying asphalt emulsion oil with sand to existing asphalt surfaces. If necessary, the Contractor may schedule around peak usage times to accomplish the task.

2.1.2.1 Crosswalk Painting.

The Contractor shall paint school crosswalks and maintain crosswalks and school signs as identified in TE J-002, Map of Cross Walks. The Contractor shall provide a preventive maintenance schedule for painting of crosswalks on Fort Gordon. The schedule shall be provided for review to the COR within fifteen (15) calendar days of the start of the contract. Approved schedule shall be provided to the KO/COR every month thereafter. Deliverable J0006, Installation Street, Crosswalk, and Parking Lot Striping Plan. Crosswalk painting shall conform to all current Federal, State, and Local specifications and standards in regards to surface preparation, paint application, and markings. The Contractor shall be responsible for putting up and removing any necessary safety and closure barriers (e.g., cones and signs).

2.1.3 Range Road Maintenance.

The Contractor shall perform annual maintenance, grading, and graveling of range roads identified in TE J-009, Tank Trails and Range Roads Map. Replacement gravel shall match the existing surface, unless otherwise directed by the KO. Work on these range roads and trails shall conform to the DOT Gravel Roads Constructions and Maintenance Guide. The Contractor shall perform grounds maintenance to ranges and unimproved grounds as per TE J-003, Fire Breaks - Ranges.

2.1.3.1 Firebreak and Other Unpaved Roads.

The Contractor shall provide grading and other services of Main Supply Routes (MSR) and other important gravel/earth surfaced areas, to include firebreaks on the Ranges as needed to provide safe vehicle passage and maintain integrity of roads. Required grading may be either rough or fine. The Contractor shall perform the tasks below on a recurring or scheduled basis and shall inspect, take corrective action and record the work under approved PMO. MSR roads shall be properly graded and fire breaks shall be cut at a minimum once each year, depending on weather and fire conditions on the Ranges; fire break surfaces shall be graded or dragged, ruts and holes filled and leveled to permit passage of firefighting equipment, and to prevent erosion, width of firebreaks shall be no less than twelve (12) feet and no more than twenty-four (24) feet, MSR and Fire Breaks are listed in TE J-003 Fire Breaks – Ranges. Timing of firebreak grading shall be coordinated with DPW-Natural Resources Branch to coincide with planned prescribed burn areas.

2.1.4 Tank Trails.

The Contractor shall perform annual maintenance, grading, and graveling of range roads identified in TE J-010, Tank Trails and Range Roads Map. The Contractor shall adjust maintenance frequency based on tactical vehicle traffic to ensure all tank trails are safely drivable at the posted speed limits and do not pose any safety hazards. Replacement gravel shall match the existing surface, unless otherwise directed by the KO.

2.1.4.1 Grading Roads and Trails.

The Contractor shall grade the full width and length of downrange roads and tank trails to include roadsides and shoulders. The Contractor shall not enter downrange impact areas or small arms ranges without approval of the Range Control Officers. Work on small arms ranges and impact areas shall be coordinated with the Government representative responsible for these areas ten (10) calendar days in advance of scheduled performance. Clearance to enter impact areas shall be confirmed on the date of scheduled performance before Contractor employees are dispatched to work sites inside impact areas or at small arms ranges. Grading on unpaved roads and tank trails shall be performed to repair surface defects and irregularities (holes, ruts, corrugations, and washouts. Soils may be taken from parallel ditches and used to fill holes and restore uniformity of grade and crown. Graded roads and tank trails shall have slopes perpendicular to the centerline of about ½” per foot (4%) while forming a crown at the centerline. Range Command personnel will assist in establishing list of MSR roads and any other important gravel/earth surfaced areas.

2.1.5 Bridge Maintenance.

The Contractor shall perform maintenance and repairs, for all bridges listed in TE J-004, Vehicle Bridge List. The maintenance, repair, schedule, and methods shall be approved by the KO/COR. Loose or damaged hardware and other defects on bridges shall be repaired or replaced. This does not include structural repairs. Bolts, nuts and other hardware on bridges shall be tightened. Damaged wood and metal, guardrails, surfaces, and other components shall be repaired or replaced. Transitions shall be smooth. All bridges, major culverts, retaining walls, and appurtenances shall be maintained and repaired per requirements in Federal Highway Administration (FHWA) Bridge Inspector’s Reference Manual and as noted in the Army Corps of Engineers periodic inspections and recommendations as well as TE J-006, Bailey Bridge Maintenance and Inspection Instructions.

2.1.5.1 Bridge Inspection.

The Contractor shall perform annual maintenance inspections on the bridges located on Fort Gordon as identified in TE J-004, Vehicle Bridge List.

2.1.5.2 Bailey Bridge Maintenance and Inspection Instructions, and the applicable publications in Section 7.2, Applicable Directives, Publications, of Annex A - Overarching PWS document. The Contractor shall also perform Damage, In-Depth, and Special Inspections as needed and when directed by the COR. The Contractor shall submit a report of findings to the COR no later than (NLT) five (5) working days after performance of the inspection. Deliverable J0009 - Bridge Inspection Report.

Note: Routine inspections will be accomplished by the Government, not the Contractor.

2.1.6 Lakes and Ponds.

The Contractor shall perform all necessary maintenance and repair of dams and spillways of post lakes and ponds, TE J-005, Lakes and Ponds. The Contractor shall perform and report annual and “special” inspections of dams and spillways as specified in 2.1.6.2 below. Clearing of accumulated silt shall be accomplished on an "as required" basis to prevent overflow of water onto roadways and damage to the resource and structure.

2.1.6.1 Detention/Retention Pond Maintenance.

The Contractor shall perform maintenance and repairs, identified by the DPW Environmental Division Engineer Research and Development Center (ERDC) report, for all dams and detention/retention ponds listed in TE J-008, Detention Pond Map and Inventory List. The maintenance, repair, schedule, and methods shall be approved by the KO/COR. The Contractor shall report to the COR and DPW ED on a quarterly basis, or as requested, a copy of the completed maintenance form which details the maintenance and repairs conducted on each Detention or Retention pond structure. Deliverable H0051, Municipal Separate Storm Sewer System (MS4) Structure Maintenance.

The Contractor shall perform and document annual inspections of all dams and “special” inspections IAW AR 420-1, Army Facilities Management, and the Federal Emergency Management Agency (FEMA) publications shown in the table below. The Contractor shall submit a report of the inspection findings no later than the fifth (5th) working day after performance of the inspection. Deliverable J0010, Dam Inspection Report.

2.1.6.3 High Hazard Dam Maintenance.

The Contractor shall perform all necessary maintenance and repair actions for the High Hazard dams at the Butler Reservoir and Gordon Lakes Golf Course. Maintenance shall include erosion repair, slope maintenance, spillway channel maintenance, and debris removal from spillways, grass maintenance, riprap maintenance, and repair of guardrails.

2.1.7 Berms and Bunkers.

The Contractor shall maintain berms and ammunition bunkers IAW all Federal, State, and Local and standards to include current Ammunition and Explosives Safety Standards. All bunkers shall be inspected and maintained annually (backfilled with new soil, graded, dressed). Ammunition Berms/Bunkers are listed in TE A-6.2, Fort Gordon Facility Listing (RPI). The Contractor shall provide an annual maintenance schedule fifteen (15) calendar days after the start of the contract and provide update report monthly. Deliverable J0011, Berms/Bunkers.

2.1.7.1 Excavation and Backfilling.

If excavation and backfilling are required, the Contractor shall erect barricades prior to commencement of work and remove them after the work is complete. Backfilling shall be accomplished with dry sand, pea gravel, or compactable dirt. The Contractor shall place components on sand or dirt compacted every two fee (2’) at 90% compaction. No gravel or rock larger than half-inch (1/2”) diameter shall be allowed to contact the utility. The Contractor shall place, above the repaired utility, tracer wire and magnetic tape six to twelve (6” - 12”) in the backfill. Dirt from the excavation shall be removed from the area and disposed of IAW Federal, State, and Local Regulations. At the completion of the project, the Contractor shall restore the site to its prior existing conditions, e.g., paving, landscaping, or rock blanket.

3.0 Work Capability Levels.

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Microsoft_Excel_Worksheet.xlsx Vertical

FACILITY MAINTENANCE VERTICAL WORK CAPABILITY LEVELS

TASK/SERVICE CAPABILITY 1 CAPABILITY 2 CAPABILITY 3

RoutineTask/Service DMOs - Number Pricing DMOs - Number Pricing DMOs - Number Pricing

PRIORITY 1 DMOs

LOCKS/KEYS 499 499 499 499 499

EXTERIOR (Carpentry/Sheet metal/Masonry) 45 45 45 45 45

INTERIOR (Carpentry/Sheet metal/Masonry) 292 292 292 292 292 292

ROOF 62 62 62 62 62 62

PLUMBING 884 884 884 884 884 884

ELECTRICAL 444 444 444 444 444 444

FIRE PROTECTION 800 800 800 800 800 800

IN-PLACE EQUIPMENT 14 14 14 14 14 14

EXTERIOR WATER 50 50 50 50 50 50

WASTEWATER 15 15 15 15 15 15

LP/NATURAL GAS 29 29 29 29 29 29

DFAC EQUIPMENT 275 275 275 275 275 275

AIR CONDITIONING 1,294 1,294 1,294 1,294 1,294 1,294

HEATING 612 612 612 612 612 612

APPLIANCE EQUIPMENT 31 31 31 31 31 31

DOMESTIC WATER 150 150 150 150 150 150

PRIORITY 2 DMOs

LOCKS/KEYS 8,424 6,318 0 6,318

EXTERIOR (Carpentry/Sheet metal/Masonry) 50 38 0 38

INTERIOR (Carpentry/Sheet metal/Masonry) 447 335 0 335

ROOF 397 298 0 298

PLUMBING 2,175 1,631 0 1,631

ELECTRICAL 2,072 1,554 0 1,554

FIRE PROTECTION 34 26 0 26

IN-PLACE EQUIPMENT 20 15 0 15

EXTERIOR WATER 32 24 0 24

WASTEWATER 3 2 0 2

LP/NATURAL GAS 15 11 0 11

DFAC EQUIPMENT 16 12 0 12

AIR CONDITIONING 1,086 815 0 815

HEATING 671 503 0 503

APPLIANCE EQUIPMENT 1,227 920 0 920

DOMESTIC WATER 208 156 0 156

PRIORITY 3 DMOs

LOCKS/KEYS 10 5 0 5

EXTERIOR (Carpentry/Sheet metal/Masonry) 222 111 0 111

INTERIOR (Carpentry/Sheet metal/Masonry) 1,520 760 0 760

ROOF 27 14 0 14

PLUMBING 17 9 0 9

ELECTRICAL 20 10 0 10

FIRE PROTECTION 4 2 0 2

IN-PLACE EQUIPMENT 26 13 0 13

EXTERIOR WATER 3 2 0 2

WASTEWATER 0 0 0 0

LP/NATURAL GAS 5 3 0 3

DFAC EQUIPMENT 4 2 0 2

AIR CONDITIONING 24 12 0 12

HEATING 8 4 0 4

APPLIANCE EQUIPMENT 6 3 0 3

DOMESTIC WATER 1 1 0 1

Horizontal

FACILITY MAINTENANCE HORIZONTAL WORK CAPABILITY LEVELS

TASK/SERVICE CAPABILITY 1 CAPABILITY 2 CAPABILITY 3

RoutineTask/Service DMOs - Number Pricing DMOs - Number Pricing DMOs - Number Pricing

PRIORITY 1 DMOs

SIGNS 8 8 8 8 8

TRAFFIC LIGHTS 19 19 19 19 19

POT HOLE REPAIR 6 6 6 6 6

FENCES/GATES REPAIR 8 8 8 8 8

PRIORITY 2 DMOs

SIGNS 27 20 - 20

TRAFFIC LIGHTS 1 1 - 1

POT HOLE REPAIR 6 5 - 5

FENCES/GATES REPAIR 7 5 - 5

PRIORITY 3 DMOs

SIGNS 140 70 - 70

TRAFFIC LIGHTS 0 0 - 0

POT HOLE REPAIR 78 39 - 39

FENCES/GATES REPAIR 29 15 - 15

DMO Totals

499 8,424 10

45 50 222

292 447 1,520

62 397 27

884 2,175 17

444 2,072 20

800 34 4

6 16 26

50 32 3

15 3 - 0

29 15 5

275 16 4

1,294 1,086 24

612 671 8

31 1,227 6

8 27 140

19 1 - 0

- 0 1 - 0

31 100 345

- 0 1 14

8 7 29

41 549 78

35 302 79

150 208 1

- 0 24 1

3 94 2

5 16 1

5,638 17,995 2,586 image1.png