ISS_15R0001_USAYPG_-_Technical_Exhibit_2_-_Workload_History_-_20170511.pdf

TECHNICAL EXHIBIT 2

WORKLOAD HISTORY

The DPW Workload Data is known to vary significantly with an increase or decrease in the mission, changing security and environmental requirements, or variations in funding level.

However, based upon FY12 through FY15 averages, the following is an estimated workload per year.

Number of Services:

Shop SO SJO PM TOTAL

HVAC (H) 711 430 2,857 3,998

PLUMBING (J) 723 388 1,709 2,820

ELECTRICAL (K) 1,091 267 1,881 3,239

CARPENTRY (M) 1,089 521 904 2,513

PEST CONTROL (P) 149 258 0 407

GROUNDS

MAINTENANCE (R)

142 1,237 0 1,378

HEAVY EQUIPMENT (V) 424 235 0 660

HIGH VOLTAGE (X) 82 54 44 180

TOTAL 4,410 3,390 7,394 15,190

Number of Labor Hours

Shop SO SJO PM TOTAL

HVAC (H) 2,723 7,124 3,729 13,576

PLUMBING (J) 3,148 3,403 1,919 8,470

ELECTRICAL (K) 4,748 2,784 3,317 10,849

CARPENTRY (M) 5,185 6,227 723 12,135

PEST CONTROL (P) 240 1,913 0 2,153

GROUNDS

MAINTENANCE (R)

1,672 17043 0 18,715

HEAVY EQUIPMENT (V) 6,984 13,649 0 20,633

HIGH VOLTAGE (X) 960 558 669 2,186

TOTAL 25,660 52,861 10,357 88,719

Cost of Materials

Shop SO SJO PM TOTAL

HVAC (H) $145,193 $11,782 $2,866 $159,842

PLUMBING (J) $44,577 $5,153 $5,676 $55,407

ELECTRICAL (K) $78,684 $383 $5,319 $84,387

CARPENTRY (M) $73,683 $9,070 $64 $82,817

PEST CONTROL (P) $487 $1,979 $0 $2,467

GROUNDS

MAINTENANCE (R)

$4,081 $24,248 $0 $28,328

HEAVY EQUIPMENT (V) $116 $1,555 $0 $1,671

HIGH VOLTAGE (X) $8,427 $4 $802 $9,233

TOTAL $355,249 $54,175 $14,728 $424,152

Additional Workload Information

• There is no workload history for recycling. It is estimated that this function will take 2.0 man-years of labor.

• The workload history from the POL Facility Maintenance is 1.0 man-years of labor and $2,500 materials.

• The workload history from the Cathodic Protection System Maintenance is 1.0 man-years labor and $5,000 materials.

• The average workload for Sanitary Landfill Operations is 3,750 man-hours per year.

• The average workload for Food Service Equipment Maintenance and Repair is 410 man-hours per year.

• The average SO workload for Roofing Systems is 380 man-hours per year.

• The average SO workload for painting is 414 man-hours per year.

• The average workload for Locksmith Services is 890 man-hours per year.

• The average workload for Mission Test Support is 9,496 man-hours per year.

o Heavy Equipment Support – 2,596 man-hours per year.

o Test Site Setup – 4,000 man-hours per year.

o Crane Support – 2,900 man-hours per year.

• The average workload for Small Engine Mechanic is 1,500 man-hours per year.

• Historical data indicates an average of 71 Emergency Service Orders, 780 man-hours labor, and approximately $5,000.00 annually.

• The average workload for Water Supply Distribution Systems is 2,965 man-hours per year.

• The average workload for Sanitary Sewage collection Systems is 287 man-hours per year.

• UPH Furniture Movement averages 76 man-hours per year. Non-UPH Furniture Movement averages 468 man-hours per year

• The average workload history for priority 1 service orders is 853 service orders and 3,365 man-hours per year.

• The average workload history for priority 2 service orders is 1,895 service orders and 7,961 man-hours per year.

• The average workload history for Priority 3 Service Orders is 1,662 service orders and 14,334 man-hours per year.

• The average workload history for Meter Reading is 519 man-hours per year.

• The average workload history for Planning & Estimating is 246 estimates per year.

Table 3–8: HCA Potable and Non-Potable Pipe Inventory

Diameter of Pipe (Inches)

PVC Asbestos Concrete Cast Iron

1” 54 2” 1,401 0 65 4” 3,646 716 1,471 6” 1,600 5,361 2,179 8” 20,424 13,434 9,417 10” 3,730 12” 970 3,543 14” 91

Unknown 185 35,735

TOTAL 23,310 22,249 56,231

Table 3–11: Walker Pipe Inventory

1” 2” 4” 990 6” 646 1,627 8” 1,327 9,662 1,632 10” 94 12” 14”

Unknown 396 4,585

TOTAL 1,327 11,694 7,938

Table 3–14: Laguna Pipe Inventory

2” 2,225 4” 10,294 1,221 6” 2,347 8” 7,902 790 4,168 10” 582 237 12” 14” 91

Unknown 2,580

TOTAL 18,196 1,372 12,869

Table 3–16: Kofa Pipe Inventory

2” 2,944 81 4” 20,925 6” 1,047 2,736 8” 13,119 6,382 4,264 10” 42,850 3,099 185 12” 45,612 14”

Unknown 77 15,487

TOTAL 57,093 55,093 43,597

Table 3–20: CDH Pipe Inventory

2” 4” 6” 8” 10” 12” 14”

Unknown 7,440

TOTAL

Table 3–22: CDA Pipe Inventory

2” 4” 6” 881 416 3,377 8” 10” 12” 14”

Unknown 6,783

TOTAL 881 416 10,160

Sanitary Sewer Systems

The sanitary sewer system serving the Col. George W. Howard cantonment area (HCA), consists of approximately 27,550 linear feet of gravity sanitary sewer and approximately 4,500 linear feet of force main. The sanitary sewer lines are mostly composed of vitrified clay pipe (VCP) with some sections that have been repaired with PVC. While the age of the existing PVC pipe is unknown, the installation date for most of the existing VCP dates back to the 1950’s.

The sanitary sewer system serving the General Walton H. Walker Cantonment Area (WCA) consists of approximately 12,163 linear feet of gravity sanitary sewer. The sanitary sewer lines are mostly composed of vitrified clay pipe (VCP) with some sections that have been repaired with PVC. While the age of the existing PVC pipe is unknown, the installation date for most of the existing VCP dates back to the 1950’s.

The sanitary sewer system serving the Laguna Army Airfield (LAAF) Cantonment Area consists of approximately 3,517 linear feet of gravity sanitary sewer. The sanitary sewer lines are mostly composed of vitrified clay pipe (VCP) with some sections of PVC. Additional buildings have been constructed on the north side of LAAF that are connected by approximately 1,800 linear feet of PVC gravity sewer. While the age of the existing PVC pipe is unknown, the installation date for most of the existing VCP dates back to the 1950’s.

The sanitary sewer system serving the Kofa Cantonment Area consists of approximately 10,350 linear feet of gravity sanitary. The sanitary sewer lines are composed of either vitrified clay pipe (VCP) or polyvinyl chloride pipe (PVC). While the age of the existing PVC pipe is unknown, the installation date for most of the existing VCP dates back to the 1950’s.

The sanitary sewer system serving the CDH cantonment area consists of approximately 881 linear feet of gravity sanitary sewer. The sanitary sewer lines are composed of vitrified clay pipe (VCP) installed in the 1950’s.

The sanitary sewer system serving the Castle Dome Annex (CDA) cantonment area consists of 4 septic tanks with leach fields and one septic tank connected to a lined evapotranspiration bed.

The gravity sanitary sewer consists of 4” and 6” laterals that connect the septic systems to the leach fields.