FM DATA

Current, actionable information is critical to obtaining best value facilities management outcomes.

 

NOMENCLATURE

– National / International Classification Systems /Data Architectures

Public Datasets End Use Load Profiles for the U.S. Building Stock

Technical Report https://4bt.us/wp-content/uploads/2023/02/ENERGY-REPORT.pdf

FY2022 Plant Replacement Value (PRV) Unit Cost (PUC) Supporting Documentation  
Notes:  PRV Unit Costs (PUC) are not size adjusted.  If available, reference size from source pricing guide is republished for end-user calculation.
              PUC replaced the acronym RUC (Replacement Unit Cost) in FY2020.  Source is the revised UFC 3-701-01, 23 May 2018, with Change 5, 03 February 2020, Section 3-2.
              PUCs are calculated or adjusted to 1 October 2021.
              PUC inflation is calculated using UFC 3-701-01, 17 March 2022, Table 4-2.
 
FAC  1111 Fixed-Wing Runway, Surfaced (Heavy) Design Size 333,333 UM =  SY Source PACES 1.4;
UFC 3-260-02, 30 June 2001 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller 1,227,603 SY $0.00 $902,433.13 $561,510.55 $770,233.20 $1,463,943.68 SY
G2010010101 Cement Stabilized Base 166,847 CY $12,335,236.61 $3,234,952.88 $1,101,137.91 $9,753,970.96 $16,671,327.41 CY
G2010010102 Gravel, Delivered & Dumped 340,561 CY $17,193,419.66 $0.00 $0.00 $10,524,956.00 $17,193,419.66 CY
G2010030310 Prime Coat 333,334 SY $1,026,827.41 $260,354.83 $114,351.23 $821,620.69 $1,401,533.48 SY
G2060010102 Jointed Concrete, Place & Finish, 13″ – 27″ 333,334 SY $7,153,564.31 $17,030,268.98 $5,118,579.07 $15,561,173.00 $29,302,412.36 SY
G2060020501 Plastic Grooving (Transverse) 333,334 SY $0.00 $2,940,478.10 $2,368,704.15 $2,839,719.97 $5,309,182.24 SY
G2060020801 Field Mix Concrete 166,665 CY $33,571,148.94 $0.00 $0.00 $20,550,588.14 $33,571,148.94 CY
G2060020803 Haul Concrete To Paver 166,665 CY $0.00 $225,893.39 $332,159.12 $310,092.14 $558,052.52 CY
G2060030701 Construction Joint, 10″ 143,334 LF $370,400.45 $1,112,943.28 $0.00 $752,735.56 $1,483,343.73 LF
G2060030702 Contraction Joint, 10″ 140,000 LF $361,784.80 $1,087,055.82 $0.00 $735,226.67 $1,448,840.62 LF
G2060030703 Expansion Joint, 10″ 33,333 LF $108,386.04 $835,422.68 $0.00 $461,182.69 $943,808.72 LF
G2060052740 Reflective White Paint 89,310 LF $151,314.53 $45,136.71 $21,884.33 $127,356.06 $218,335.57 LF
G2060052741 Reflective Yellow Paint 60,000 LF $101,655.71 $30,323.62 $14,702.27 $85,560.00 $146,681.60 LF
G2060052742 Non-Reflective Yellow Paint 100,800 LF $81,078.13 $74,099.90 $18,113.20 $95,740.80 $173,291.23 LF
G2060052743 Non-Reflective Black Paint 34,026 LF $27,368.70 $25,013.13 $6,114.28 $32,318.22 $58,496.10 LF
            Heavy Total $63,422,474.10 $109,943,817.86 Total
                  Heavy PUC   $                        329.83 SY
 
FAC  1111 Fixed-Wing Runway, Surfaced (Medium) Design Size 222,222 UM =  SY Source PACES 1.4;
UFC 3-260-02, 30 June 2001 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller 927,674 SY $0.00 $683,153.49 $425,070.71 $582,049.03 $1,108,224.20 SY
G2010010101 Cement Stabilized Base 111,231 CY $8,237,990.94 $2,160,437.89 $735,386.31 $6,502,634.84 $11,133,815.15 CY
G2010010102 Gravel, Delivered & Dumped 257,355 CY $13,015,633.34 $0.00 $0.00 $7,953,484.49 $13,015,633.34 CY
G2010030310 Prime Coat 222,222 SY $685,757.89 $173,875.74 $76,368.49 $547,745.48 $936,002.12 SY
G2060010101 Jointed Concrete, Place & Finish, 4″ – 12″ 177,778 SY $2,304,151.68 $4,778,525.27 $896,058.99 $4,209,986.21 $7,978,735.94 SY
G2060010102 Jointed Concrete, Place & Finish, 13″ – 27″ 44,444 SY $955,480.72 $2,274,683.36 $683,673.68 $2,074,798.30 $3,913,837.76 SY
G2060020501 Plastic Grooving (Transverse) 222,222 SY $0.00 $1,963,773.09 $1,581,918.76 $1,893,140.96 $3,545,691.85 SY
G2060020801 Field Mix Concrete 74,999 CY $15,133,586.28 $0.00 $0.00 $9,247,705.48 $15,133,586.28 CY
G2060020803 Haul Concrete To Paver 74,999 CY $0.00 $101,830.81 $149,734.49 $139,540.57 $251,565.29 CY
G2060030701 Construction Joint, 10″ 95,555 LF $247,368.11 $743,267.66 $0.00 $501,820.87 $990,635.77 LF
G2060030702 Contraction Joint, 10″ 104,444 LF $270,379.10 $812,408.84 $0.00 $548,501.89 $1,082,787.93 LF
G2060030703 Expansion Joint, 10″ 22,222 LF $72,385.55 $557,936.57 $0.00 $307,457.89 $630,322.13 LF
G2060052740 Reflective White Paint 89,310 LF $151,581.62 $45,216.38 $21,922.96 $127,356.06 $218,720.96 LF
G2060052741 Reflective Yellow Paint 60,000 LF $101,835.15 $30,377.15 $14,728.22 $85,560.00 $146,940.52 LF
G2060052742 Non-Reflective Yellow Paint 100,800 LF $81,221.25 $74,230.70 $18,145.17 $95,740.80 $173,597.11 LF
G2060052743 Non-Reflective Black Paint 34,026 LF $27,417.00 $25,057.28 $6,125.08 $32,318.22 $58,599.36 LF
            Medium Total $34,849,841.09 $60,318,695.70 Total
                  Medium PUC  $                        271.43 SY
 
FAC  1111 Fixed-Wing Runway, Surfaced (Light) Design Size 166,667 UM =  SY Source PACES 1.4;
UFC 3-260-02, 30 June 2001 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller 360,957 SY $0.00 $265,814.57 $165,394.73 $226,474.90 $431,209.31 SY
G2010010101 Cement Stabilized Base 83,423 CY $6,178,474.69 $1,620,323.56 $551,538.08 $4,876,961.51 $8,350,336.34 CY
G2010010102 Gravel, Delivered & Dumped 100,137 CY $5,064,374.43 $0.00 $0.00 $3,094,695.62 $5,064,374.43 CY
G2010030310 Prime Coat 166,666 SY $514,316.87 $130,406.42 $57,276.20 $410,807.88 $701,999.48 SY
G2060010101 Jointed Concrete, Place & Finish, 4″ – 12″ 166,666 SY $2,160,130.86 $4,479,843.92 $840,050.89 $3,946,841.36 $7,480,025.67 SY
G2060020501 Plastic Grooving (Transverse) 166,666 SY $0.00 $1,472,825.40 $1,186,435.51 $1,419,851.46 $2,659,260.91 SY
G2060020801 Field Mix Concrete 50,462 CY $10,182,405.03 $0.00 $0.00 $6,222,179.00 $10,182,405.03 CY
G2060020803 Haul Concrete To Paver 50,462 CY $0.00 $68,515.32 $100,746.59 $93,887.76 $169,261.91 CY
G2060030701 Construction Joint, 10″ 71,666 LF $185,525.52 $557,449.07 $0.00 $376,364.53 $742,974.60 LF
G2060030702 Contraction Joint, 10″ 83,333 LF $215,727.41 $648,196.75 $0.00 $437,633.28 $863,924.16 LF
G2060030703 Expansion Joint, 10″ 16,667 LF $54,289.00 $418,451.17 $0.00 $230,592.73 $472,740.18 LF
G2060052740 Reflective White Paint 89,310 LF $151,581.62 $45,216.38 $21,922.96 $127,356.06 $218,720.96 LF
G2060052741 Reflective Yellow Paint 60,000 LF $101,835.15 $30,377.15 $14,728.22 $85,560.00 $146,940.52 LF
G2060052742 Non-Reflective Yellow Paint 100,800 LF $81,221.25 $74,230.70 $18,145.17 $95,740.80 $173,597.11 LF
G2060052743 Non-Reflective Black Paint 34,026 LF $27,417.00 $25,057.28 $6,125.08 $32,318.22 $58,599.36 LF
                Light Total $21,677,265.11 $37,716,369.95 Total
2021 RPAD inventory segregated into airfield type according to UFC 3-260-02.  Final PUC is a weighted average of Light, Medium, and Heavy runways based on inventory.
PACES Input Parameters:
   Area Cost Factor (ACF) = 1.06 (Arlington, VA)
   Midpoint of Construction: 1 October 2021
   SIOH =  0 %
   Contingency = 0 %
   Planning and Design = 0 %		           Light PUC $226.30 SY
  RPAD % of Inventory Light 71.0% Light PUC $226.30 SY
  Medium 14.0% Medium PUC $271.43 SY
  Heavy 15.0% Heavy PUC $329.83 SY
          Weighted PUC $248.15 SY
          ACF Adjustment 1.06  
          PUC $234.10 SY
 
FAC  1112 Rotary-Wing Landing Area, Surfaced  (Concrete) RPAD Average Size 1,600 UM =  SY Source PACES 1.4;
UFC 3-260-01, 04 Feb 2019, with Change 1, 05 May 2020; UFC 3-260-02, 30 June 2001
Assembly   Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller 4,858 SY $0.00 $3,389.02 $2,225.86 $2,049.57 $5,614.88 SY
G2010010101 Cement Stabilized Base 1,192 CY $82,916.79 $21,929.77 $7,879.32 $61,458.98 $112,725.89 CY
G2010010102 Gravel, Delivered & Dumped 1,348 CY $64,025.31 $0.00 $0.00 $31,778.40 $64,025.31 CY
G2010030310 Prime Coat 2,381 SY $6,902.25 $1,764.94 $818.25 $6,295.06 $9,485.45 SY
G2060010101 Jointed Concrete, Place & Finish, 4″ – 12″ 2,381 SY $28,989.46 $60,630.92 $12,001.02 $39,679.07 $101,621.40 SY
G2060020501 Plastic Grooving (Transverse) 2,381 SY $0.00 $19,933.45 $16,949.49 $16,880.22 $36,882.94 SY
G2060020801 Field Mix Concrete 694 CY $131,634.64 $0.00 $0.00 $76,555.73 $131,634.64 CY
G2060020803 Haul Concrete To Paver 694 CY $0.00 $893.26 $1,386.44 $1,008.88 $2,279.71 CY
G2060030701 Construction Joint, 10″ 1,024 LF $2,489.80 $7,544.60 $0.00 $3,626.95 $10,034.40 LF
G2060030703 Expansion Joint, 10″ 238 LF $728.57 $5,663.38 $0.00 $2,409.03 $6,391.96 LF
                  $241,741.89 $492,831.20 EA
                  PUC $308.02 SY
 
FAC  1112 Rotary-Wing Landing Area, Surfaced  (Asphalt) RPAD Average Size 4,927 UM =  SY Source PACES 1.4;
UFC 3-260-01, 04 Feb 2019, with Change 1, 05 May 2020; UFC 3-260-02, 30 June 2001
Assembly   Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller 20,866 SY $0.00 $13,667.74 $9,083.01 $12,358.55 $22,750.75 SY
G2010010102 Gravel, Delivered & Dumped 5,789 CY $270,136.90 $0.00 $0.00 $136,501.88 $270,136.90 CY
G2010030310 Prime Coat 7,821 SY $22,269.96 $5,443.11 $2,553.37 $22,235.13 $30,266.44 CY
G2010030312 Asphalt Wearing Course,1 Pass (Line Item Incl 5% Waste) 1,232 TON $153,454.24 $14,851.32 $5,189.73 $96,395.77 $173,495.29 SY
                  $267,491.33 $496,649.38 EA
2021 RPAD inventory segregated by construction material.  Final RUC is a weighted average based on inventory.
PACES Input Parameters:
Area Cost Factor (ACF) = 1.00
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		         Asphalt PUC $100.80 SY
2021 RPAD % of Inventory:
1,493 assets
(421 concrete/130 asphalt)		     Concrete PUC $308.02 SY
Concrete 0.76 Weighted
Concrete PUC		 $234.09 SY
Asphalt 0.24 Weighted
Asphalt PUC		 $24.19 SY
                  Weighted PUC $183.71 SY
 
FAC  1113 Runway Overrun Area, Surfaced UM =  SY Design Size                        33,333 Source PACES 1.4;
UFC 3-260-02, 30 June 2001 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller 33,333 SY $0.00 $23,214.02 $15,246.65 $20,304.56 $38,460.67 SY
G2010010101 Cement Stabilized Base 11,111 CY $771,597.65 $204,071.58 $73,322.52 $613,665.61 $1,048,991.74 CY
G2010010102 Gravel, Delivered & Dumped 11,610 CY $550,608.40 $0.00 $0.00 $337,055.09 $550,608.40 CY
G2010030310 Prime Coat 33,333 SY $96,458.39 $24,664.90 $11,434.99 $77,703.98 $132,558.27 SY
G2010030312 Asphalt Wearing Course,1 Pass (Line Item Including 5% Waste) 7,286 TON $922,428.72 $93,396.47 $32,255.25 $628,550.73 $1,048,080.45 TON
G2060010101 Jointed Concrete, Place & Finish, 101.60mm – 304.80mm (4″ – 12″) 12,133 SY $147,463.01 $308,416.11 $61,046.51 $273,401.56 $516,925.63 SY
G2060020801 Field Mix Concrete 2,865 CY $542,057.89 $0.00 $0.00 $331,820.89 $542,057.89 CY
G2060020803 Haul Concrete To Paver 2,865 CY $0.00 $3,678.62 $5,709.63 $5,233.36 $9,388.25 CY
G2060030703 Expansion Joint, 254.00mm (10″) 2,865 LF $8,751.27 $68,026.07 $0.00 $37,507.31 $76,777.35 LF
PACES Input Parameters:
Area Cost Factor (ACF) = 1.00
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		           $2,325,243.09 $3,963,848.65 Total
          PUC  $                        118.92 SY
               
 
FAC  1114 Runway, Unsurfaced UM =  SY RPAD Average Size                        58,246 Source PACES 1.4;
UFC 3-260-02, 30 June 2001 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030010103 Rough Grading, 0.0014 T (14G), 1 Pass 229,715 SY $0.00 $100.82 $75.05 $93.59 $175.87 SY
G1030010108 Fine Grading, 0.013 T (130G), 2 Passes 162,152 SY $0.00 $121,447.54 $75,096.09 $103,368.15 $196,543.63 SY
G1030020202 Ditch Excavation, Normal Soil, Haul off Spoil 1.61 km (1 Mile) 1,501 CY $0.00 $10,868.24 $10,355.47 $11,475.61 $21,223.71 CY
G1030020203 Roadway Soil Excavation, W/Scraper, Load & Haul Spoil 30,028 CY $0.00 $130,216.98 $168,636.33 $164,773.41 $298,853.31 CY
G1030050501 Compact Subgrade, 2 Lifts 38,286 CY $0.00 $114,482.02 $8,149.39 $59,094.69 $122,631.41 CY
G2010010102 Gravel, Delivered & Dumped 30,028 CY $1,152,992.23 $0.00 $0.00 $705,804.52 $1,152,992.00 CY
G3030040403 15.85mm (52′) Complete, 609.60mm (24″) CMP Culvert  W/Headwalls 12 EA $109,191.60 $52,940.13 $8,127.46 $96,837.25 $170,259.18 EA
PACES Input Parameters:
Area Cost Factor (ACF) = 1.00 (Arlington, VA)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		       Total System Cost $1,141,447.22 $1,962,679.11 Total
          PUC $33.70 SY
               
 
FAC  1115 Unmanned Aerial Vehicle (UAV) Runway and Launch/Recovery Site UM =  SY Design Size                        11,416 Source Set to FAC 1131; PACES 1.4;
UFC 3-260-02, 30 June 2001 
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Aircraft Apron, Surfaced  $156.27         $156.27 SY
                       
FAC  1121 Taxiway, Surfaced UM =  SY Design Size                        15,656 Source PACES 1.4;
UFC 3-260-02, 30 June 2001 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller 55,401 SY $0.00 $70,126.85 $24,279.24 $47,921.02 $94,406.08 SY
G2010010102 Gravel, Delivered & Dumped 15,369 CY $591,176.23 $0.00 $0.00 $361,251.03 $591,176.23 CY
G2010030310 Prime Coat   23,534 SY $24,610.97 $1,179.58 $546.88 $15,929.75 $26,337.43 SY
G2010030312 Asphalt Wearing Course,1 Pass (Line Item Incl 5% Waste) 1,853 TON $212,078.39 $17,546.33 $5,942.00 $141,504.14 $235,566.72 TON
G2060010102 Jointed Concrete, Place & Finish, 330.20mm – 685.80mm  (13″ – 27″) 11,767 SY $129,063.33 $93,877.33 $2,838.38 $124,891.15 $225,779.04 SY
G2060020501 Plastic Grooving (Transverse) 11,767 SY $0.00 $72,386.25 $81,094.20 $83,704.99 $153,480.45 SY
G2060020801 Field Mix Concrete 4,576 CY $726,054.04 $0.00 $0.00 $443,671.04 $726,054.04 CY
G2060020803 Haul Concrete To Paver 4,576 CY $0.00 $4,327.61 $7,565.53 $6,664.77 $11,893.14 CY
G2060030701 Construction Joint, 254.00mm (10″) 5,060 LF $9,001.39 $26,515.52 $0.00 $18,010.07 $35,516.91 LF
PACES Input Parameters:
Area Cost Factor (ACF) = 1.00 (Arlington, VA)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		       Total System Cost $1,243,547.96 $2,100,210.04 Total
          PUC $134.15 SY
               
 
FAC  1122 Rotary-Wing Taxiway UM =  SY Design Size                        15,034 Source Set to FAC 1121; PACES 1.4;
UFC 3-260-02, 30 June 2001 
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Taxiway, Surfaced   $134.15         $134.15 SY
 
FAC  1131 Aircraft Apron, Surfaced UM =  SY Design Size                        76,564 Source PACES 1.4;
UFC 3-260-02, 30 June 2001 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller     156,206.00 SY $0.00 $105,951.03 $71,575.37 $66,216.70 $177,526.40 SY
G2010010102 Gravel, Delivered & Dumped     43,335.00 CY $2,092,033.74 $0.00 $0.00 $1,018,569.46 $2,092,033.74 CY
G2010030310 Prime Coat 76,564.00 SY $225,530.35 $55,177.37 $26,311.87 $202,045.13 $307,019.59 SY
G2060010101 Jointed Concrete, Place & Finish, 101.60mm – 304.80mm (4″ – 12″)     76,564.00 SY $947,227.45 $1,895,505.00 $385,907.48 $1,280,169.47 $3,228,639.93 SY
G2060020501 Plastic Grooving (Transverse)     76,564.00 SY $0.00 $623,179.72 $545,031.67 $544,640.84 $1,168,211.40 SY
G2060020801 Field Mix Concrete 24,458.00 CY $4,710,915.03 $0.00 $0.00 $2,687,517.55 $4,710,915.03 CY
G2060020803 Haul Concrete To Paver     24,458.00 CY $0.00 $30,586.55 $48,830.22 $35,621.98 $79,416.76 CY
G2060030703 Expansion Joint, 254.00mm (10″)     7,656.00 LF $23,804.74 $177,045.20 $0.00 $77,923.88 $200,849.94 LF
                  $5,912,705.01 $11,964,612.79 Total
                  PUC $156.27 SY
 
FAC  1161 Compass Calibration Pad, Surfaced UM =  SY Design Size                          2,955 Source Set to FAC 1131: PACES 1.4
UFC 3-260-02, 30 June 2001 
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Aircraft Apron, Surfaced  $156.27         $156.27 SY
 
FAC  1162 Missile Launching Pad, Surfaced UM =  SY RPAD Average Size                          2,476 Source PACES 1.4 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller 7,337 SY $0.00 $3,737.08 $2,204.40 $3,110.14 $5,941.49 SY
G2010010102 Gravel, Delivered & Dumped 2,035 CY $78,290.91 $0.00 $0.00 $47,841.36 $78,290.91 CY
G2010030310 Prime Coat   2,750 SY $9,784.49 $1,467.23 $958.56 $7,256.99 $12,210.28 CY
G2060010102 Jointed Concrete, Place & Finish, 330.20mm – 685.80mm  (13″ – 27″) 2,750 SY $48,990.76 $101,688.12 $33,674.32 $98,489.04 $184,353.21 SY
G2060020501 Plastic Grooving (Transverse) 2,750 SY $0.00 $16,916.99 $18,952.07 $19,562.23 $35,869.06 SY
G2060020801 Field Mix Concrete 1,069 CY $192,306.36 $0.00 $0.00 $117,512.96 $192,306.36 SY
G2060020803 Haul Concrete To Paver 1,069 CY $0.00 $1,011.38 $1,768.10 $1,557.59 $2,779.48 CY
G2060030701 Construction Joint, 254.00mm (10″) 1,183 LF $2,103.67 $6,196.79 $0.00 $4,209.03 $8,300.46 LF
PACES Input Parameters:
Area Cost Factor (ACF) = 1.00 (Arlington, VA)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		       Total System Cost $299,539.34 $520,051.25 Total
          PUC $210.04 SY
               
 
FAC  1163 Aircraft Washing Pad, Surfaced UM =  SY RPAD Average Size                          1,911 Source Set to FAC 1131: PACES 1.4
UFC 3-260-02, 30 June 2001 
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Aircraft Apron, Surfaced  $156.27         $156.27 SY
 
FAC  1164 Miscellaneous Airfield Pavement, Surfaced  UM =  SY RPAD Average Size 7,594 Source PACES 1.4;
UFC 3-260-02, 30 June 2001 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030050510 Dry Roll Gravel, Steel Roller 21,070 SY $0.00 $14,795.87 $9,637.41 $12,892.31 $24,433.28 SY
G2010010101 Cement Stabilized Base 2,800 CY $193,522.49 $51,860.14 $18,479.25 $154,286.86 $263,861.89 CY
G2010010102 Gravel, Delivered & Dumped 5,845 CY $275,870.80 $0.00 $0.00 $168,874.38 $275,870.80 CY
G2010030310 Prime Coat   5,594 SY $16,109.48 $4,173.80 $1,919.04 $13,008.77 $22,202.32 SY
G2060010101 Jointed Concrete, Place & Finish, 101.60mm – 304.80mm (4″ – 12″) 5,594 SY $67,659.82 $143,382.27 $28,145.90 $126,412.25 $239,187.98 SY
G2060020501 Plastic Grooving (Transverse) 5,594 SY $0.00 $47,139.38 $39,751.51 $46,612.72 $86,890.89 SY
G2060020803 Haul Concrete To Paver 1,554 CY $0.00 $2,011.83 $3,096.78 $2,846.52 $5,108.61 CY
G2060030701 Construction Joint, 254.00mm (10″) 2,405 LF $5,811.05 $17,841.76 $0.00 $11,989.54 $23,652.81 LF
PACES Input Parameters:
Area Cost Factor (ACF) = 1.00 (Arlington, VA)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		       Total System Cost $536,923.35 $941,208.58 Total
          PUC $123.94 SY
               
 
FAC  1165 Aircraft Pavement Shoulder UM =  SY RPAD Average Size                        22,000 Source PACES 1.4;
UFC 3-260-02, 30 June 2001 
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G1030010103 Rough Grading, 0.0014 T (14G), 1 Pass 160,754 SY $0.00 $81,736.97 $48,214.43 $68,144.68 $129,951.40 SY
G1030010108 Fine Grading, 0.013 T (130G), 2 Passes 5,362 CY $359,011.89 $72,297.34 $36,172.35 $276,081.02 $467,481.58 CY
G1030020202 Ditch Excavation, Normal Soil, Haul off Spoil 1.61 km (1 Mile) 44,596 CY $1,712,367.30 $0.00 $0.00 $1,048,226.12 $1,712,367.00 CY
G1030020203 Roadway Soil Excavation, W/Scraper, Load & Haul Spoil 42,680 SY $151,587.69 $22,731.30 $14,850.67 $112,628.47 $189,169.66 SY
G1030050501 Compact Subgrade, 2 Lifts 6,722 TON $767,873.61 $63,530.13 $21,514.22 $513,249.34 $852,917.97 TON
PACES Input Parameters:
Area Cost Factor (ACF) = 1.00 (Arlington, VA)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		       Total System Cost $2,018,329.63 $3,351,887.61 Total
          PUC $152.36 SY
               
 
FAC  1166 Miscellaneous Airfield Pavement, Unsurfaced UM =  SY RPAD Average Size                        37,004 Source Set to FAC 1114; PACES 1.4
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Runway, Unsurfaced  $33.70       0.0000 $33.70 SY
 
FAC  1167 Aircraft Rinse Facility UM =  SY RPAD Average Size 1,168 Source Inflated from FY2020; PACES 1.4
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
D2010050501 Freeze Proof Multi-Nozzle Emergency Shower 20.00 EA $33,921.54 $11,474.44 $0.00 $26,188.09 $45,395.98 EA
D2020030132 Pump, 18.65 kW(25 HP), Turbine, 1514.2 – 2271.2  L/min(400-600 GPM), 152.4 mm(6″) Dischg, 45.72 m(150 2.00 EA $39,060.25 $13,764.69 $78.57 $30,464.25 $52,903.51 EA
D2090030308 Oil/Water Separator 2.00 EA $33,439.24 $4,337.69 $1,357.00 $23,350.60 $39,133.94 EA
D3060010178 Chilled Water System & Pump Controls 1.00 EA $6,795.56 $3,507.27 $0.00 $5,817.49 $10,302.83 EA
D4020010107 Diesel Driven Fire Pump – 9463.53 L/min (2500 GPM), Fire  Prot Water Sup 1.00 EA $81,966.76 $9,253.09 $1.64 $54,550.14 $91,221.49 EA
G1030050510 Dry Roll Gravel, Steel Roller 3065.93 SY $0.00 $1,460.13 $1,839.11 $1,815.89 $3,299.23 SY
G2010010102 Gravel, Delivered & Dumped 850.55 CY $32,817.40 $0.00 $0.00 $20,089.18 $32,817.40 CY
G2010030310 Prime Coat 2442.00 SY $8,715.49 $1,218.20 $1,699.41 $6,951.22 $11,633.09 SY
G2060010101 Jointed Concrete, Place & Finish, 101.60mm – 304.80mm  (4″ – 12″) 2442.00 SY $21,753.78 $42,729.28 $19,662.05 $45,547.26 $84,145.12 SY
G2060020501 Plastic Grooving (Transverse) 2442.00 SY $0.00 $14,045.67 $33,599.58 $27,206.20 $47,645.24 SY
G2060020801 Field Mix Concrete 644.39 CY $116,234.42 $0.00 $0.00 $71,152.93 $116,234.42 CY
G2060020803 Haul Concrete To Paver 644.39 CY $0.00 $569.80 $2,127.02 $1,571.35 $2,696.82 CY
G2060030701 Construction Joint, 254.00mm (10″) 1050.06 LF $1,873.83 $5,145.01 $0.00 $3,578.68 $7,018.84 LF
G2060030702 Contraction Joint, 254.00mm (10″) 1269.84 LF $2,266.03 $6,221.87 $0.00 $4,327.71 $8,487.90 LF
G2060030703 Expansion Joint, 254.00mm (10″) 244.20 LF $844.07 $3,906.52 $0.00 $2,362.98 $4,750.58 LF
              $142,186.46 $242,256.98  
            PUC $207.41 SY
 
FAC  1211 Aircraft Direct Fueling Facility UM =  OL Study Average  Size 16.5 Source PACES 1.4;
DLA/DESC Fuels Facilities Study, March 2009
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
D3060011111 Controls, Gas Flow Meter 17 EA $37,454.84 $32,004.95 $0.00 $37,421.47 $69,459.78 EA
G3060024018 6″ Stainless Steel Pipe, SCH 40, 304L, SW 252 LF $41,882.17 $24,801.56 $196.75 $36,857.21 $66,880.48 LF
G3060024216 Pipe Cathodic Protection 252 LF $219.28 $512.16 $0.00 $370.03 $731.44 LF
G3060024301 Isolation Valve 3 EA $1,362.66 $502.07 $0.00 $1,053.63 $1,864.73 EA
G3060024401 Below Ground Pipe Seismic Reinforcing 252 LF $2,885.70 $8,206.36 $0.00 $5,551.10 $11,092.06 LF
G3060045001 Demo Concrete Paving 9,040 CY $0.00 $2,160,595.93 $626,819.86 $1,381,487.63 $2,787,415.79 CY
G3060045101 Replace Concrete Paving 9,040 CY $3,830,828.05 $149,305.18 $85,748.48 $2,427,070.39 $4,065,881.71 CY
G3060046101 Fuel Hydrant, 4″ Valve 17 EA $191,564.32 $47,466.92 $0.00 $137,377.56 $239,031.24 EA
G3060054117 Earthwork/Concrete, 6″ Pipe 252 LF $3,179.54 $6,257.79 $535.84 $5,144.93 $9,973.16 LF
G3094070519 Utility vaults, meter pit, precast concrete, 6-FT x 6-FT, 15-FT deep, excludes excavation and backfill 17 EA $275,142.15 $72,945.39 $8,438.80 $204,610.59 $356,526.34 EA
PACES Input Parameters:
Area Cost Factor (ACF) = 1.06 (Arlington, VA)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		       Total System Cost $4,236,944.54 $7,608,856.73 Total
          ACF Adjustment 1.06  
          PUC $435,040.41 OL
 
FAC  1221 Marine Fueling Facility UM =  OL Design Size 2.1 Source PACES 1.4;
DLA/DESC Fuels Facilities Study, March 2009
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
D3060011111 Controls, Gas Flow Meter 2 EA $4,077.77 $3,416.40 $0.00 $4,103.61 $7,494.17 EA
G3060024018 6″ Stainless Steel Pipe, SCH 40, 304L, SW 20 LF $3,076.04 $1,785.99 $23.07 $2,736.38 $4,885.11 LF
G3060024216 Pipe Cathodic Protection 20 LF $16.10 $36.88 $0.00 $27.24 $52.99 LF
G3060024301 Isolation Valve 3 EA $1,261.02 $455.55 $0.00 $985.49 $1,716.56 EA
G3060024401 Below Ground Pipe Seismic Reinforcing 20 LF $211.94 $590.95 $0.00 $408.31 $802.89 LF
G3060046101 Fuel Hydrant, 4″ Valve 2 EA $20,855.92 $5,066.90 $0.00 $15,134.94 $25,922.83 EA
G3060046102 Marine Loading Arm 2 EA $622,414.87 $64,254.12 $44,953.34 $549,211.73 $731,622.33 EA
G3060047202 Dispenser/Piping, JP8, Wheeled Vhcle 1 EA $73,857.24 $10,866.01 $1,338.60 $51,076.44 $86,061.84 EA
G3060047401 Compressor W/Pre-Engineered Building, Wheeled Vehicle 1 EA $37,524.50 $5,597.66 $0.00 $25,571.04 $43,122.16 EA
G3060054117 Earthwork/Concrete, 6″ Pipe 20 LF $233.52 $450.63 $62.84 $393.70 $746.99 LF
G3094070519 Utility vaults, meter pit, precast concrete, 6-FT x 6-FT, 15-FT deep, excludes excavation and backfill 2 EA $29,955.18 $7,786.63 $1,467.03 $22,874.82 $39,208.84 EA
PACES Input Parameters:
Area Cost Factor (ACF) = 1.00
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		       Total System Cost $672,523.70 $941,636.71 Total
          PUC $941,636.71 OL
               
 
FAC  1231 Vehicle Fueling Facility UM =  OL Design Size 2.0 Source PACES 1.4;
DLA/DESC Fuels Facilities Study, March 2009
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G3060047001 Fnd, Wheeled Vhcle, 152M (6″) Conc 1200.00 SF $7,242.04 $8,342.74 $1,971.28 $9,582.85 $17,556.06 SF
G3060047102 Tank, 7571L (2000 gal), JP8, Wheeled Vhcle 2.00 EA $3,210.13 $0.00 $0.00 $1,965.08 $3,210.13 EA
G3060047202 Dispenser/Piping, JP8, Wheeled Vhcle 2.00 EA $137,634.14 $14,282.80 $3,454.04 $93,117.45 $155,370.99 EA
G3060047302 Electrical, JP8, Wheeled Vhcle 2.00 EA $6,478.35 $11,648.40 $0.00 $9,470.95 $18,126.75 EA
G3060047401 Compressor W/Pre Eng Bldg, Whled Vhcle 1.00 EA $34,990.38 $3,236.60 $0.00 $22,949.04 $38,226.98 EA
G3060047602 Prefab Steel Canopy, High Structure 1500.00 SF $132,417.69 $29,513.39 $20,238.66 $107,397.12 $182,169.73 SF
              $244,482.49 $414,660.64 Total
            PUC $207,330.32 OL
 
FAC  1241 Aircraft Operating Fuel Storage UM =  GA Design Size                      420,000 Source PACES 1.4;
DLA/DESC Fuels Facilities Study, March 2009
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G3060032001 Earthwork, Vertical Abv Grd Tank 1704.00 CY $44,276.05 $3,434.49 $7,244.64 $33,103.17 $54,955.18 CY
G3060032101 Concrete, Vertical Abv Grd Tank 50.00 CY $24,219.74 $25,413.77 $1,566.40 $27,746.97 $51,199.90 CY
G3060032201 Pipes And Fittings, Vertical Abv Grd Tank 389.00 LF $23,767.92 $8,630.53 $0.00 $18,595.64 $32,398.45 LF
G3060032301 Electrical, Vertical Abv Grd Tank 2363.88 LF $45,363.42 $34,645.75 $0.00 $44,065.59 $80,009.17 LF
G3060032401 Controls, Vertical Abv Grd Tank 21.00 EA $14,121.39 $2,902.09 $513.33 $10,312.02 $17,536.81 EA
G3060032503 Tank, 1192400 L (10000 bbl), Vertical Abv Grd Tank 1.00 EA $0.00 $0.00 $0.00 $1,380,000.00 $1,798,940.00 EA
G3060032701 Concrete Covered Berm 405.83 LF $202,415.57 $22,062.86 $44,129.44 $161,065.55 $268,607.87 LF
G3060032703 Concrete Covered Basin 7720.05 SF $87,884.31 $64,186.03 $551.46 $84,322.49 $152,621.80 SF
G3060032902 Tank Reinforcing 2.00 TON $7,476.72 $1,275.80 $472.97 $5,459.73 $9,225.49 TON
              $1,674,888.94 $2,303,647.38  
            PUC $5.48 GA
 
FAC  1242 Marine Operating Fuel Storage UM =  GA RPAD Average Size 18,002 Source Inflated from FY2021; PACES 7.0.11;
DLA/DESC Fuels Facilities Study, March 2009
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Marine Operating Fuel Storage  $18.66 GA     1.0834 $20.22 GA
 
FAC  1243 Vehicle Operating Fuel Storage UM =  GA RPAD Average Size 7,555 Source Inflated from FY2021; PACES 7.0.11;
DLA/DESC Fuels Facilities Study, March 2009
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Vehicle Operating Fuel Storage  $4.39 GA     1.0834 $4.76 GA
 
FAC  1244 Other Operating Fuel Storage UM =  GA RPAD Average Size 9,505 Source Inflated from FY2021; PACES 7.0.11;
DLA/DESC Fuels Facilities Study, March 2009
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Other Operating Fuel Storage   $3.17 GA     1.0834 $3.43 GA
 
FAC  1251 POL Pipeline UM =  LF Design Size                          1,000 Source PACES 1.4;
DLA/DESC Fuels Facilities Study, March 2009
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G3060024011 16″ Carbon Steel Pipe, SCH 40 C&B427W 1000.00 LF $201,285.73 $69,882.51 $0.00 $155,969.40 $271,168.24 CY
G3060024216 Pipe Cathodic Protection 1000.00 LF $801.87 $1,296.15 $0.00 $1,101.50 $2,098.02 CY
G3060024301 Isolation Valve 3.00 EA $1,281.36 $272.10 $0.00 $911.37 $1,553.46 LF
G3060024402 Above Ground Pipe Seismic Reinforcing 1000.00 LF $14,139.09 $38,804.26 $0.00 $26,947.20 $52,943.35 LF
G3060054116 Above Grnd Pipe Support, Stl And Reinforced Concrete 1000.00 LF $2,667.44 $644.15 $28.97 $1,951.60 $3,340.56 EA
G3060054123 High Point Drain 3.00 EA $30,627.40 $7,322.75 $0.00 $22,170.29 $37,950.15 EA
G3060054124 Low Point Drain 3.00 EA $11,715.07 $7,785.76 $58.56 $10,867.73 $19,559.40 EA
              $219,919.09 $388,613.18  
            PUC $388.61 LF
 
FAC  1252 POL Piping UM =  LF RPAD Average Size 3,999 Source Inflated from FY2021; PACES 7.0.11;
UFC 3-260-02, 30 June 2001 
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   POL Piping  $185.14       1.0834 $200.58 LF
 
FAC  1261 Liquid Fuel Loading/Offloading Facility UM =  OL Design Size                                  4 Source PACES 1.4;
DLA/DESC Fuels Facilities Study, March 2009
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G3060011002 Parking Pad 1600.00 SF $36,796.03 $15,325.76 $4,322.47 $32,413.90 $56,444.26 CY
G3060011101 Direct Off Load Station 4.00 EA $87,118.87 $7,882.48 $560.50 $57,398.34 $95,561.85 CY
G3060011201 Direct Off Load Pump 4.00 EA $26,847.85 $3,149.85 $0.00 $17,923.59 $29,997.70 LF
G3060051401 High Point Vent Pit Assembly 4.00 EA $53,695.71 $11,505.89 $2,802.48 $40,023.25 $68,004.08 LF
G3060051402 Low Point Pit Assembly 4.00 EA $49,515.80 $12,081.18 $2,942.61 $37,822.19 $64,539.59 EA
G3060901501 Electrical/Controls, Truck Offload Station 4.00 EA $1,298.99 $1,309.42 $0.00 $1,414.03 $2,608.40 EA
G4090901601 CATHODIC PROTECTION, TRUCK OFFLOADING  STATION 4.00 EA $67,219.31 $19,159.98 $923.34 $50,768.85 $87,302.63 EA
              $237,764.15 $404,458.51  
            PUC $101,114.63 OL
 
FAC  1262 POL Pump Station UM =  GM Design Size                          2,400 Source PACES 1.4;
DLA/DESC Fuels Facilities Study, March 2009
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
D5090020207 125 KW Diesel Generator 2.00 EA $133,627.32 $13,074.34 $1,559.78 $88,933.96 $148,261.44 CY
G3060903701 Pump System, 600 GPM 4.00 EA $2,123,661.54 $54,439.09 $0.00 $1,325,728.79 $2,178,100.00 CY
G3060903706 Product Recovery System, 1800-2400 GPM 1.00 EA $326,717.16 $91,720.77 $16,976.14 $253,740.65 $435,414.07 LF
G3060903710 Fuel Filter/Separator 1.00 EA $125.79 $116.41 $0.00 $132.02 $242.20 LF
G3060903713 Stainless Steel Horizontal Filter Separators 4.00 EA $104,059.42 $6,796.50 $0.00 $66,912.13 $110,855.91 EA
G3060903720 HHT Check Out 1.00 EA $61,542.73 $0.00 $0.00 $37,673.40 $61,542.73 EA
              $1,773,120.95 $2,934,416.35 Tot
            PUC $1,222.67 GM
 
FAC  1311 Communications Building UM =  SF RPAD Average Size                          4,821 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Communications Facility                             57,000  $               489.00     NA;  GUCs are as of October 2021  $                        489.00 SF
              PUC  $                        489.00 SF
 
FAC  1312 Satellite Communications Building UM =  SF RPAD Average Size                          3,748 Source USACE PAX Newsletter 3.2.2, 16 May 2016
CATCODE Description Reference Size Unit Cost     Inflation Adjustment  by MILCON Index Adjusted Cost
13181 Satellite Terminal Communications Facility                             26,000  $               377.00     1.1446 $431.52 SF
     Note 1 of the USACE PAX Newsletter 3.2.2, 25 May 2022:  “Insufficient recent cost data.”    PUC $431.52 SF
 
FAC  1321 Communications Facility UM =  EA Design Size                                  1 Source Marshall and Swift Valuation, October 2021
Section Description Unit Cost UM   Current Cost Multiplier Adjusted Cost
67/6 Self Supporting Tower, 75 ft  $                   40,000.00  EA    1.20 $48,000.00 EA
67/6 Triangular Guyed Tower, 24″ Radio. VHF, UHF 66′ high  $                   15,642.00  EA      1.20 $18,770.40 EA
                  Average $33,385.20  
54/1 Service Entrance, Single Phase, 120/240 V  60 Amp  $                        765.00  EA      1.20 $918.00  EA 
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
              PUC  $                   34,303.20 EA
             PUC with Military Construction Premium  1.0210 $35,023.57 EA
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria FAC 1321 aggregates eight (8) category codes for a variety of antennae across all Services and WHS.
Building construction material No Unified Facilities Criteria (UFC) criteria exist for component material.  Marshall and Swift is used to calculate the unit cost and is based upon commercial and public utility/governmental antennas. 
Facility size 2021 RPAD Average Height of FAC 1321 is 66 feet high.  
Fire suppression system type, quality, and coverage UFC 3-600-01, “Fire Protection Engineering for Facilities,” contains no requirement for antenna fire suppression. 
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  No UFC criteria exist for component material.  The Marshall and Swift antenna valuation includes “concrete footings, erection, painting, guy wires, lighting, platforms, and designers’ fees.”  
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
 
FAC  1331 Aircraft Navigation Building UM =  SF RPAD Average Size                          2,650 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Communications Facility                             57,000  $               489.00     NA;  GUCs are as of October 2021  $                        489.00 SF
              PUC  $                        489.00 SF
 
FAC  1341 Aircraft Navigation Facility UM =  EA RPAD Average Size 3 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier Adjusted Cost
14/22 Armory, Class C, Average (similar in construction to utility building)   $                          99.00 SF 100 SF to EA 1.22  $                   12,078.00 EA
  Multiple Category Codes; Assume 10 FT x 10 FT   Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                   12,078.00 EA
             PUC with Military Construction Premium      1.0210  $                   12,331.64 EA
 
FAC 1351 Communications Lines UM =  MI Design Size                                  1 Source Marshall and Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
Section TASK   Unit Cost Units Conversion   Current Cost Multiplier Area Adjustment Adjusted Cost
13510 36-strand Fiber Optic cable w/1″ PVC inner duct run in duct bank  $                             3.20 LF 5,280 FT to MI 0.9405    $                   15,890.32 MI
13510 36-strand Fiber Optic Splice Box, including box and 36 cable splices  $                     1,016.00 EA 6 EA per MI 0.9405    $                     5,733.16 MI
66/1 Trench only, LF  $                             7.09 FT 5,280 FT to MI 1.21 1.00  $                   45,296.59 MI
66/1 Conduit only, LF  $                             6.32 FT 5,280 FT to MI 1.21 1.00  $                   40,377.22 MI
                Sum  $                107,297.28 MI
Area Adjustment for Marshall and Swift Components is location normalized by multiplying by the M&S local multiplier for Arlington, VA (1.06), then dividing by the DoD Area Cost Factor for Arlington, VA (1.06).       PUC  $                107,297.28 MI
             PUC with Military Construction Premium      1.0210  $                109,550.53 MI
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 3-580-01, “Telecommunications Interior Infrastructure Planning and Design.”
Building construction material Fiber optic cable is the standard called for in UFC 3-580-01 for cable plant between buildings. 
Facility size The average record size in the 2021 RPAD is 32.9 miles.
Fire suppression system type, quality, and coverage UFC 3-600-01, “Fire Protection Engineering for Facilities,” contains no requirement for antenna fire suppression. 
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  Fiber optic cable is the standard called for in UFC 3-580-01.
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-580-01, “Telecommunications Interior Infrastructure Planning and Design,” 01 June 2016, with Change 1, 01 June 2016.
UFGS 33 82 00, “Telecommunications Outside Plant (OSP),” 01 April 2006.
UFC 4-150-02, “Dockside Utilities for Ship Service,” 12 November 2020.                                                                                                                                                                                                                       
 
FAC  1361 Airfield Pavement Lighting UM =  LF Design Size                        10,000 Source PACES 1.4;  UFC 3-535-01,
11 April 2017, with Change 3,  21 May 2021
Assembly Description Quantity UM Material  Labor  Equipment Bare Costs Total with O&P  
G2060042613 Runway Edge Lights 20 KLF $2,789,199.95 $1,751,925.08 $27,444.24 $2,552,197.39 $4,568,569.27 KLF
G2060042614 Runway Centerline Lights 10 KLF $1,737,753.03 $836,846.91 $11,761.82 $1,466,473.26 $2,586,361.75 KLF
PACES Input Parameters:
Area Cost Factor (ACF) = 1.06 (Arlington, VA)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		       Total System Cost $4,018,670.65 $7,154,931.02 KLF
          ACF Adjustment $1.06  
          PUC $674.99 LF
 
FAC  1362 Airfield Lighting UM =  EA Design Size                             938 Source PACES 1.4;  UFC 3-535-01,
11 April 2017, with Change 3, 21 May 2021
Assembly Description Quantity UM Material  Labor  Equipment Bare Costs Total with O&P  
G2060042610 Runway Approach Lighting 2 EA $2,535,897.89 $753,142.92 $5,516.32 $1,902,156.16 $3,294,557.12 EA
G2060042611 End Of Runway Lighting 2 EA $1,131,614.70 $775,609.50 $6,202.18 $1,057,787.08 $1,913,426.37 EA
G2060042612 Touchdown Zone 2 EA $915,688.95 $511,245.00 $5,910.34 $801,767.68 $1,432,844.28 EA
G2060042620 Taxiway Edge Lights 28 KLF $4,152,683.66 $897,562.71 $30,339.73 $2,969,979.25 $5,080,586.11 KLF
G2060042621 Taxiway Centerline Lights 14 KLF $2,056,752.24 $922,071.14 $12,411.71 $1,693,948.12 $2,991,235.09 KLF
G2060042630 Aircraft Parking Area Perimeter Lighting 9.2 KLF $745,917.15 $419,926.20 $5,437.51 $655,127.46 $1,171,280.86 KLF
PACES Input Parameters:
Area Cost Factor (ACF) = 1.06 (Arlington, VA)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		         Total System Costs $9,080,765.75 $15,883,929.84  
          ACF Adjustment 1.06  
        PUC $15,975.31 EA
 
FAC  1371 Ship Navigation Building UM =  SF RPAD Average Size                             192 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Communications Facility                             57,000  $               489.00     NA;  GUCs are as of October 2021  $                        489.00 SF
              PUC  $                        489.00 SF
 
FAC  1381 Ship Navigation Facility UM =  EA RPAD Average Size 1 Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
67/6 Self-Supporting Tower, 50 FT  $                   20,500.00 EA     1.20    $                   24,600.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                   24,600.00 EA
             PUC with Military Construction Premium      1.0210  $                   25,116.60 EA
 
FAC  1402 Air Defense Operations Building UM =  SF RPAD Average Size                          9,674 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Aircraft Operations Facility Without Tower                             54,000  $               385.00     NA;  GUCs are as of October 2021  $                        385.00 SF
              PUC  $                        385.00 SF
 
FAC  1403 Missile Operations Building UM =  SF RPAD Average Size                          5,859 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Communications Facility                             57,000  $               489.00     NA;  GUCs are as of October 2021  $                        489.00 SF
              PUC  $                        489.00 SF
 
FAC  1404 Emergency Operations Center / Restricted Area UM =  SF RPAD Average Size                        13,803 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
14161 Emergency Operations Center (EOC)                             80,500  $               611.00     0.9405 $574.63 SF
                  PUC $574.63 SF
 
FAC  1411 Airfield Fire And Rescue Station UM =  SF RPAD Average Size                          9,247 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Airfield Fire And Rescue Station                             20,000  $               672.00     NA;  GUCs are as of October 2021  $                        672.00 SF
              PUC  $                        672.00 SF
 
FAC  1412 Aviation Operations Building UM =  SF RPAD Average Size                          9,942 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Aircraft Operations Facility Without Tower                             54,000  $               385.00     NA;  GUCs are as of October 2021  $                        385.00 SF
              PUC  $                        385.00 SF
 
FAC  1413 Air Control Tower UM =  SF RPAD Average Size                          3,714 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost Conversion Inflation Adjustment by MILCON Index Adjusted Cost
GUC Control Tower (Stand Alone)  127.5 VF   $       101,286.00 0.0226  VF/SF  NA;  GUCs are as of October 2021  $                     2,293.64 SF
Facility is measured in SF; however, the PUC is calculated per Vertical Foot (VF) of Tower; see Note in Table 2, UFC 3-7001-01.                                     –    PUC   $                     2,293.64 SF
 
FAC  1421 Helium Production/Storage Building UM =  SF RPAD Average Size                             386 Source Table 2, UFC 3-701-1, 17 March 2022
USACE PAX Newsletter 3.2.2, 20 March 2020
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC General Purpose (GP) Warehouse – Small (< 15,000 SF), Low-Bay (Stack Height < 16-FT )                               8,300  $               330.00     NA;  GUCs are as of October 2021  $                        325.00 SF
44135 Hazardous Material Storage Building – Tactical Equipment Maintenance Facility (TEMF)                                  386  $               387.00     0.9785  $                        378.67 SF
      Average Size                               4,343       Weighted Average  $                        327.39 SF
              PUC  $                        327.39 SF
 
FAC  1422 Helium Storage Facility UM =  EA Design Size 1 Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
61/8 Welded Steel Pressure Tank, 9,000 GA  $                   85,750.00 EA     1.19    $                102,042.50 EA
61/8 Welded Steel Pressure Tank, 15,000 GA  $                129,000.00 EA     1.19    $                153,510.00 EA
                  Average  $                127,776.25 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
      Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                127,776.25 EA
             PUC with Military Construction Premium      1.0210  $                130,459.55 EA
 
FAC  1431 Ship Operations Building UM =  SF RPAD Average Size 8,607 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Headquarters / Operations Buildings:  Company Level (Lowest Level) 17,000  $               367.00     NA;  GUCs are as of October 2021  $                        367.00 SF
                  PUC  $                        367.00 SF
 
FAC  1441 Photo/TV Production Building UM =  SF RPAD Average Size 5,341 Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/19 Broadcast Facility, Class B, Average  $                        214.00 SF     1.19    $                        254.66 SF
14/37 Sprinkler, 5000 SF, Wet System, Average  $                             3.71 SF     1.19    $                             4.41 SF
              SUM  $                        259.07 SF
          Normalizing for Location Marshall and Swift (Class B) Local Multiplier for Arlington, VA 1.08  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        263.96 SF
             PUC with Military Construction Premium      1.3319  $                        351.59 SF
 
FAC  1442 Operations Support Lab UM =  SF RPAD Average Size 8,236 Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/17 Laboratory Building, Class B, Average  $                        242.00 SF     1.19    $                        287.98 SF
14/37 Sprinkler, 10,000 SF, Dry System, Average  $                             4.38 SF     1.19    $                             5.21 SF
              Sum  $                        293.19 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        298.72 SF
                PUC with Military Cost Premium 1.3319  $                        397.89 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility.  The only UFC in the 4-300 Series for laboratories is 4-390-01, “O&M: Unmanned Pressure Test Facilities Safety Certification Manual,” which does not apply to this FAC.
 
Building construction material No UFC criteria exist for component material. 
Applying the Marshall & Swift Business Rule, the FAC is Marshall & Swift Class B, Average Quality.  Commercial building construction material is implied by using Marshall and Swift’s “Laboratory Building.” 
Facility size The average area of this FAC is 8,236 SF.
The International Building Code Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage International Building Code (IBC) Group B.
A sprinkler is incorporated, applying the Fire Sprinkler Business Rule
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock
The average number of floors above ground is 1.21; applying the Elevator Business Rule, no elevator is incorporated.
Inclusion and capacity of overhead cranes No overhead cranes applying the Overhead Crane Business Rule.  
Established standard for components or materials  No UFC criteria exist for component material, other than those consistent with fire safety noted above in building construction material.
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
 
FAC  1443 Operations Supply Building UM =  SF RPAD Average Size 8,019 Source Inflated from 2021;
Marshall and Swift Valuation; October 2020
Section TASK     Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/23 Distribution Warehouse, Class B, Average  $                          80.50 SF     1.05    $                          84.53 SF
55/5 Overhead door, Rollup, 8′ X 10″, 2 EA  $                          25.90 SF of door 160 SF 1.03    $                             0.53 SF
55/5 Overhead door electric operation  $                     2,065.00 EA 2 EA 1.03    $                             0.53 SF
65/12 Dock bumper, Horizontal, Per LF, 10 FT length  $                          58.25 EA 0.0073 Per SF 1.03    $                             0.01 SF
65/12 Dock leveler, hydraulic  $                     9,375.00 EA 1.1691 Per SF 1.03    $                             1.20 SF
65/12 Dock seal, 10 inch projection  $                        835.00 EA 0.1041 Per SF 1.03    $                             0.11 SF
65/12 Dock shelter  $                     2,317.50 EA 0.2890 Per SF 1.03    $                             0.30 SF
14/27 Loading dock (Shipping Dock), 1 EA @ 144 SF, Structural steel or concrete piers & frame; heavy duty floor  $                          42.25 SF 0.017957351 SF Total 1.05    $                             0.80 SF
14/37 Sprinkler, 10,000 SF, Dry System, Average  $                             4.38 SF     1.05    $                             4.60 SF
                  SUM  $                          92.60 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          94.31 SF
            PUC with Military Cost Premium     1.2552  $                        118.38 SF
            Inflated from FY21 to FY22   1.0834  $                        128.25 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 4-440-01, Warehouse and Storage Facilities, provides general guidance for this FAC. 
Building construction material UFC 4-440-01 allows the use of insulated metal siding, brink or concrete masonry, or tilt-up precast or cast in place concrete panels .  
This is consistent with the type of building selected using the Marshall & Swift Business Rule, the FAC is Class B, Average Quality. 
Facility size The average area of this FAC is 8,019 SF.
The International Building Code (IBC) Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage IBC Group B
UFC 4-440-01 requires compliance with the NFPA 13  and UFC 3-600-01 .  UFC 3-600-01, “Fire Protection Engineering for Facilities,” refers the designer to the IBC.  The Fire Sprinkler Business Rule incorporates the requirements of National Fire Protection Association (NFPA) Standard 13, UFC 3-600-01 and the IBC.  Application of the Fire Sprinkler Business Rule requires a sprinkler system to be installed in this type of facility.
Inclusion of a loading dock or similar ancillary feature UFC 4-440-01 sets a requirement for loading docks.  Although the number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time, the Commercial Real Estate Development Association (NAIOP)  provides an estimate of the average number of loading docks per square foot of manufacturing or warehouse averages 1:10,000.    For this FAC, 1 loading dock assembly is provided.  
An elevator is not provided as the average number of floors is 1.11; applying the Elevator Business Rule, no elevator is incorporated.
Inclusion and capacity of overhead cranes UFC 4-440-01 states that overhead bridge cranes may not be required.  Because bridge cranes are not required, no overhead crane is included, applying the Overhead Crane Business Rule.  
Established standard for components or materials  UFC 4-440-01 provides the criteria for component material.
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 4-440-01, “Warehouse and Storage Facilities,” 01 October 2014, with Change 1, 01 April 2019
NFPA 13, “Standard for the Installation of Fire Sprinkler Systems,” 2022
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 5, 06 May 2021
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions;” https://www.naiop.org/en/Research/Terms-and-Definitions.
IBC, 2021 edition
 
FAC  1444 Miscellaneous Operations Support Building UM =  SF RPAD Average Size                          5,667 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Headquarters / Operations Buildings:  Company Level (Lowest Level) 17,000  $               367.00     NA;  GUCs are as of October 2021  $                        367.00 SF
              PUC  $                        367.00 SF
 
FAC  1445 Working Animal Support Building UM =  SF RPAD Average Size                          3,152 Source USACE PAX Newsletter 3.2.2, 30 May 2019
Section TASK     Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14126 Kennel Facilities                               2,770  $               482.00     1.0000 $482.00 SF
              PUC $482.00 SF
 
FAC  1446 Security Force Building UM =  SF RPAD Average Size 11,713 Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/33 Police Station, Class B, Average  $                        175.00 SF     1.17    $                        204.75 SF
15/36 Elevator, Passenger, Base Cost, 2-3 story, Average  $                   58,000.00 EA  $                        4.95 SF 1.17    $                             5.79 SF
15/37 Sprinkler, 15,000 SF, Wet System, Average  $                             3.73 SF     1.17    $                             4.36 SF
              SUM  $                        214.91 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        218.96 SF
            PUC with Military Cost Premium     1.3280  $                        290.77 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility.  
Building construction material No UFC criteria exist for component material. 
Applying the Marshall and Swift Selection Business Rule, the FAC is  Marshall & Swift Class B, Average Quality.
Facility size The average area for this FAC is 11,713 SF.
The Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage International Building Code Occupancy Group B.
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.
The average number of floors is 1.35.  One (1) elevator has been included in the estimated cost in consonance with the Elevator Business Rule.
Inclusion and capacity of overhead cranes No overhead crane is provided, applying the Overhead Crane Business Rule.
Established standard for components or materials  No UFC criteria exist for component material.
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
 
FAC  1451 Strategic Missile Launch Facility UM= EA RPAD Average Size 1 Source Inflated from FY2021;
AFCESA, Cost Handbook 2003
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $6,814,397.39         1.0834 $7,382,610.16 EA
 
FAC  1452 Missile Guidance Facility UM= SF RPAD Average Size 3,812 Source Inflated from FY2021;
AFCESA Cost Handbook FY1999 (CATCode 149514)
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $550.33         1.0834 $596.22 SF
 
FAC  1453 Missile Access Shaft UM= EA RPAD Average Size 1 Source Inflated from FY2021;
AFCESA Data, FY 2000 (CATCode 149711)
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $123,767.93         1.0834 $134,088.21 EA
 
FAC  1454 Missile Access Tunnel UM= LF RPAD Average Size 259 Source Inflated from FY2021;
AFCESA Data, FY 2000 (CATCode 149811)
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $1,028.49         1.0834 $1,114.25 LF
 
FAC  1456 Missile Defense Facility UM= EA RPAD Average Size 1 Source Inflated from FY2021; AFCESA Cost HB, FY1999
(CATCodes 141173 and 141912 Averaged)
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $901,362.74         1.0834 $976,522.11 EA
 
FAC 1457 Ballistic Missile Control Facility UM= SF RPAD Average Size 4,857 Source  Inflated from FY2021; Set equal to FAC 1452
 AFCESA Cost Handbook FY1999  
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $550.33         1.0834 $596.22 SF
 
FAC  1458 Mechanical Security Barricade UM =  EA Design Size                                  1 Source USACE PAX Newsletter 3.2.2,  25 May 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
88040 Crash Barrier, 12′ Wide, Portable Wedge Crash, including LME for complete installation                                       1 $152,190.00     0.9405 $143,131.39 EA
88040 Crash Barrier, 20′ Wide Sliding Roller, including LME for complete installation                                       1 $278,070.00     0.9405 $261,518.79 EA
88040 Crash Barrier, 20′ Wide Sliding Cantilever, including LME for complete installation                                       1 $278,070.00     0.9405 $261,518.79 EA
88040 Raised Bollard Crash Barrier, 10′ Wide, Standard Power, including LME for complete installation                                       1 $54,790.00     0.9405 $51,528.80 EA
88040 Raised Bollard Crash Barrier, 12′ Wide, Standard Power, including LME for complete installation                                       1 $62,640.00     0.9405 $58,911.56 EA
88040 Raised Bollard Crash Barrier, 10′ Wide, Solar Power, including LME for complete installation                                       1 $66,730.00     0.9405 $62,758.11 EA
88040 Raised Bollard Crash Barrier, 12′ Wide, Solar Power, including LME for complete installation                                       1 $74,330.00     0.9405 $69,905.75 EA
88040 In-ground Tire Shredder, 15″ Wide, including LME for complete installation                                       1 $58,430.00     0.9405 $54,952.14 EA
           Average    PUC $120,528.17 EA
 
FAC  1459 Overhead Cover UM =  SF RPAD Average Size                          2,186 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
14179 Overhead Protection/Canopy – General                                1,100  $               357.00     0.9405 $335.75 SF
              PUC $335.75 SF
 
FAC  1461 Aircraft Arresting System UM =  EA Design Size                                  4 Source PACES 1.4
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G2060902721 Arresting System – Bak12/Bak14 B/G (Below Ground) 2.00 EA $2,321,439.17 $35,029.95 $11,597.46 $1,444,724.73 $2,368,066.00 EA
G2060902723 Arresting System – Bak12/61QS2 B/G (Below Ground) 2.00 EA $2,099,056.28 $35,029.95 $11,597.46 $1,308,592.99 $2,145,683.00 EA
              $2,753,317.72 $4,513,749.00  
            PUC $1,128,437.25 EA
 
FAC  1464 Aircraft Blast Deflector UM =  EA Design Size                                  1 Source PACES 1.4
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G2060902710 Blast Deflector 243.60 TON $1,141,908.93 $1,503,514.37 $115,873.84 $1,480,537.05 $2,761,297.00 EA
              $1,480,537.05 $2,761,297.00  
            PUC $2,761,297.00 EA
 
FAC  1463 Aircraft Firing-In Butt UM =  EA Design Size 1 Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/9 Shooting Range, w/bullet traps, high range, 10 positions  $                   34,800.00 EA   10 1.23    $                428,040.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                436,116.23 EA
                PUC with Military Cost Premium 1.1200  $                488,448.16 EA
 
FAC  1465 Aircraft Shelter, Hardened UM =  SF RPAD Average Size                          7,747 Source AF Military Construction Program
CATCODE FY2020 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
MILCON Projects Hardened AC Shelter Funded Construction  $                     4,306.50 SM 10.7639 SM to SF 1.17 1.2561  $                        429.53 SF
   Kunsan Air Base, ROK, 2017  DD 1391 for 18 EA 3rd Gen HAS Shelters          PUC $429.53 SF
 
FAC  1466 Aircraft Shelter UM =  SF RPAD Average Size                        14,215 Source AF Military Construction Program
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment Adjusted Cost
MILCON Projects F-35A Aircraft Shelter, Category Code 141-181 $6,943.00 SM 0.0929 2.35 1.2561 $344.78 SF
  Military Cost Premium not added because cost taken from military construction document           PUC $344.78 SF
This unit price based upon two Air Force MILCON DD Forms 1391 Project Data Sheets submitted to Congress for the FY17 program (Projects # FTQW170112 and FTQW183001) for construction of two 16-bay aircraft  weather shelters at Eielson AFB.  Area Cost Factor derived from USACE PAX Newsletter 3.2.1, Area Cost Factors, 28 March 2017.      
 
FAC  1467 Aircraft Support Facility UM =  EA RPAD Average Size                                  2 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost Units Conversion Inflation Adjustment by MILCON Index Weighted Cost  
81242 2-WAY-6″ DIA PVC, ENCASED BURIAL, INCL EXCAV, CIP CONC & BACKFILL  $                          61.00 LF 78 LF 0.9405 $4,474.80 EA
81242 UG Electric Lines #4/0 – 3/C, 600 Volt SEU Copper Conductor  $                        602.00 LF 78 LF 0.9405 $44,161.10 EA
81242 CABLE TERMINATION, 15 kV, #1 SOLID to 4/0 STRANDED  $                        404.00 EA 7  EA  0.9405 $2,659.67 EA
81242 UGND HAND HOLES, 4′ x 4′ x 4′ DEEP, PRECAST CONC w/ COVER, EXCL EXCAV, CIP CONC & BACKFILL  $                     3,219.00 EA 7  EA  0.9405 $21,191.80 EA
11110 Airfield Runway, 12″ Thick Fixed Form, 4500 PSI w/Rebar  $                          78.45 SY 26.0  SY  0.9405 $1,918.29 EA
                  Sum $74,405.66 EA
              PUC $74,405.66 EA
There are 38 assets listed in the 2021 RPAD for FAC 1467.  All are Navy, and predominantly CCN 14915/Fixed Point Utilities System.  Majority of these systems provide Electric Power (FLEDS – Flight Line Electric Distribution System) for aircraft, usually for start up. MEPPS (Mobile Electric Power Plants) are not included as these are generally not Real Property.  
 
FAC  1481 Propulsion Support Facility UM =  EA Assumed Size 5,000 SF Source Inflated from FY2021;
Navy Reported Replacement Value – FY2000 
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $186,840.53         1.0834 $202,420.07 EA
 
FAC  1491 Weapons Support Facility UM =  EA Assumed Size 5,000 SF Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15  Industrials, Heavy (Process) Manufacturing, Class A, Average, including elevator and craneway. Deduct $2.51 for no elevator.  $                        164.00 SF 5,000 SF to EA 1.16    $                951,200.00 EA
58/6 Bridge Crane, 20 FT span, 5 Ton  $                107,000.00 EA     1.04    $                111,280.00 EA
58/6 Craneway electrical conductor  $                          41.13 LF 100 LF to EA 1.04    $                     4,277.00  
14/37 Sprinkler, 5000 SF, Dry System, Average  $                             4.90 SF 5,000 SF to EA 1.16    $                   28,420.00 EA
                  SUM  $             1,095,177.00 EA
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.05  
  There is no inventory in 2020 RPAD for this FAC; assumed dimensions are 50′ x 100′   Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $             1,084,845.14 EA
             PUC with Military Construction Premium      1.2281  $             1,332,336.74 EA
 
FAC  1493 Explosives Railway Holding Yard UM =  EA Design Size 1 Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
17/29 Arch-rib (Quonset) Farm Implement Building, Class D, Average  (Assume 4 EA)  $                          23.65 SF 1,250 SF Total 1.16    $                137,170.00 EA
66/3 Rail Spur, 130# rail, assume 1,000 LF  $                        165.50 LF 1,000 LF Total 1.23    $                203,565.00 EA
66/3 Add for Rail Turnout, Assume 2  $                   52,875.00 EA 2 Total 1.23    $                130,072.50 EA
51/3 Reinforced Concrete foundation walls for Quonset Building, 12 IN;  4 EA x 150 LF X 10 FT high = 6,000 SF wall  $                          20.25 LF 6,000 SF Total 1.12    $                136,080.00 EA
51/2 Berm, bulk excavation, medium earth, placed around each Quonset building (parabolic section (2/3 B*H) 60 FT long, 10 FT high, 8 EA = 3,216 CF)   $                             6.64 CY 3,216 CF 1.12    $                     2,655.42 EA
                SUM  $                472,372.92 EA
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.03  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                459,003.87 EA
             PUC with Military Construction Premium      1.1200  $                514,082.22 EA
 
FAC  1494 Explosives Holding/Transfer Facility UM =  EA Design Size 1 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost UM Conversion Inflation Adjustment
by MILCON Index		 Adjusted Cost
93410 Backfill and Compaction, Dozer Backfill, Roller Compaction in 12″ Layers  $                             8.70 CY 3 CY/SY 0.9405 $2.73 SY
85110 Base Course, 1-1/2″ Crushed Stone, 8″ Deep, Compacted, including Material & Transportation, excluding Earthwork  $                          13.50 SY     0.9405 $12.70 SY
85110 Asphalt Concrete Paving Surface, 3″ Thick Plant Mix, Excluding Earthwork  $                          19.60 SY     0.9405 $18.43 SY
                  Sum $33.86 SY
  Average Facility Size derived from 2021 RPAD (214 Asset Allocations):  [100 FT x 69 FT] / 9 SF/SY) 767 SY         $25,957.20 EA
  Note: Lightning protection and fence calculated separately as stand alone assets         PUC $25,957.20 EA
 
FAC  1495 Revetment UM =  EA Design Size                                  1 Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
51/2 Earth Work: Backfill and compaction, confined area, medium earth  $                          33.50 CY 177 CY to EA 1.12   $6,641.04 EA
51/2 Haul and Fill, 5 CY Truck, 3 miles  $                          13.10 CY 177 CY to EA 1.12   $2,596.94 EA
51/2 Gabions filled with stone  $                        185.50 SY 133 SY to EA 1.12   $27,632.08 EA
51/2 Geotextile fabric      $                             2.91 SY 133 SY to EA 1.12   $432.73 EA
  Assume 150 LF, 8 FT High x 4 FT Wide revetment; 4,800 CF = 177 CY volume and 133 SY per side                
                  SUM $37,302.79 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC $37,302.79 EA
            PUC with Military Cost Premium     1.0210 $38,086.15 EA
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 3-220-10N, Soil Mechanics; and, UFC 3-201-01, Civil Engineering, contain no design criteria for revetments.  UFC 3-220-01, Geotechnical Engineering,  requires a registered design professional evaluate conditions and the safety factors of new construction.  The replacement unit cost calculation materials and quantities were developed by Mr. Gary Calese, P.E., a registered design professional.
Building construction material No UFC criteria exist for component material.  
Facility size The average size for this FAC in the 2020 RPAD is 7.7 EA (each); 2,010 records)
Fire suppression system type, quality, and coverage UFC 3-600-01, “Fire Protection Engineering for Facilities,” contains no requirement for fire suppression. 
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  No UFC criteria exist for component material .
Documentation for proposed business rules reflecting DoD established practices for components or materials   • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-201-01, “Civil Engineering,” 01 April 2018, with Change 5, 01 April 2021
UFC 3-220-10, “Soil Mechanics,” 01 February 2022
UFC 3-220-01, “Geotechnical Engineering,” 1 November 2012, with Change 1, 03 November 2021
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 6, 6 May 2021
 
FAC  1496 Tactical Vehicle Wash Facility UM =  SF RPAD Average Size 54,909 Source USACE PAX Newsletter 3.2.2, 16 May 2016;
UFC 4-214-03, 17 March 2018
CATCODE Description Reference Size Unit Cost Conversion Inflation Adjustment by MILCON Index Adjusted Cost
14962 Central Wash Facility, 16 Stations  1 EA               6,777,000 54,909  SF/EA  1.1446 $141.27 SF
              PUC $141.27 SF
 
FAC  1498 Security Support Building UM =  SF RPAD Average Size                             351 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
14113 Search Office/ Sentry Building  $                        544.00 660     0.9405 $511.62 SF
14113 Gatehouse  $                        766.00 933     0.9405 $720.41 SF
14113 Guard booth (Guardhouse)  $                     1,861.00 149     0.9405 $1,750.23 SF
14113 Visitor Control Center  $                        427.00 2,960     0.9405 $401.58 SF
              Average   PUC $845.96 SF
 
FAC  1499 Miscellaneous Operations Support Facility UM =  EA Design Size                                  1 Source USACE PAX Newsletter 3.2.2, 25 May 2022
Category Code Description Unit Cost Units Conversion Inflation Adjustment by MILCON Index Adjusted Cost
62010 Underground Administrative Facility (USACE PAX Newsletter,
20 Mar 2009)		  $                        235.00  SF  230 SF to EA 1.4917 $80,625.71 EA
17971 Control/Observation Tower   $                279,109.00  EA      0.9405 $262,495.95 EA
      Weighted Average PUC $195,401.93 EA
In the 2021 RPAD, FAC 1499 (2,610 total assets) is comprised primarily of two asset categories (bunkers/safety shelters [871] and towers [1,490]) with 2,361 assets (90.5%) in those categories in the following CATCodes:
• Air Force 149411, Bunker (144 assets); Army 14181, Safety Shelter (662 assets); and Army 14925, Fighting Position (65 assets)
• Army 14940, Tower (1,076 assets); WHS 149400 (1 asset); Air Force 149965, RADAR Tower (43 assets); Air Force 149968, Special Tower (263 assets); Air Force 872845, Security Guard Tower (107 assets)
 
FAC  1511 Pier UM =  SY Conversion Source FY09 Study for CNIC
  Description Unit Price UM     Inflation Adjustment by MILCON Index Adjusted Cost
  Pier $2,819.18 SY     1.4141 $3,986.69 SY
    Military Cost Premium not added because reference cost taken from military construction documents   PUC $3,986.69 SY
PUC is based upon a study conducted for Commander, Navy Installations Command (CNIC) in FY2009, which appears below in full.   In the 2020 RPAD, there are 313 assets in FAC 1511, with an average size of 5,312 SY.
 
FAC  1512 Wharf UM =  SY Conversion Source FY09 Study for CNIC
  Description Unit Price UM     Inflation Adjustment by MILCON Index Adjusted Cost
  Set to FAC 1511, Pier $2,819.18 SY     1.4141 $3,986.69 SY
    Military Cost Premium not added because reference cost taken from military construction documents   PUC $3,986.69 SY
PUC is based upon a study conducted for Commander, Navy Installations Command (CNIC) in FY2009, which appears below in full.  Under the direction of CNIC, the replacement unit cost for FAC 1512 is set equal to FAC 1511.   In the 2020 RPAD, there are 362 assets in FAC 1512, with an average size of 4,936 SY.
 
FAC  1513 Pier/Wharf Access Trestle UM =  SY RPAD Average Size 4,819 Source Marshall and Swift Valuation; October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
67/6 Ship & Boat Dock, Heavy Construction, Heavy wood girders, 4″  or heavier decking, Heavy Piling;  includes railing, utilities, fenders; exclusive of buildings  $                        105.00 SF 9 SF to SY 1.20    $                     1,134.00 SY
    Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                     1,134.00 SY
             PUC with Military Construction Premium      1.0906  $                     1,236.68 SY
 
FAC  1541 Shore Erosion Prevention Facility UM =  LF RPAD Average Size 2,151 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
51/4 Seawall, concrete, precast, 5” – 6”, including ties or piling  $                        755.00 LF 50% Large Commercial Project Reduction 1.04    $                        392.60 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        388.96 LF
             PUC with Military Construction Premium      1.0210  $                        397.13 LF
            Inflated from FY21 to FY22   1.0834  $                        430.25 LF
 
FAC  1551 Small Craft Berthing UM =  FB RPAD Average Size 307 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
67/6 Ship and boat docks, medium, 4″ decking, Average piling, including fenders, railings, utilities; exclusive of buildings  $                          68.25 SF 30 SF/FB 1.02    $                     2,088.45 FB
  Convert SF to FB:  Width of pier or wharf = 40.  Assume 1/2 pier, 1/2 wharf.  Average of ((40 SF/2 FB) + (40 SF/1 FB))/2 = 30 SF/FB                
      FB = LF of Berthing   Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     2,069.11 FB
             PUC with Military Construction Premium      1.0906  $                     2,256.47 FB
            Inflated from FY21 to FY22   1.0834  $                     2,444.63 FB
 
FAC  1552 Small Craft Building UM =  SF RPAD Average Size 4,162 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
17/18 Boat Storage Building, Class S, Average, Metal siding on steel frame; boat racks & minimum electrical/water service  $                          35.00 SF     1.14    $                          39.90 SF
                       
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.03  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          38.77 SF
             PUC with Military Construction Premium      1.1224  $                          43.52 SF
 
FAC  1592 Magnetic Silencing Range UM =  EA RPAD Average Size                                  1 Source Service Reported Construction Cost
CATCODE Project Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
15921  Replacement of MS Range at Kings Bay Georgia FY20  $1,213,000.00 EA   0.96 1.0946 $1,383,059.23 EA
15921  NAVSUBASE New London Degaussing Range FY20  $1,215,943.00 EA     1.17 1.0946 $1,137,571.14 EA
15921  NAVBASE Guam UEMMS Installation FY22  $2,826,000.00 EA     2.75 1.0000 $1,027,636.36 EA
Source:  DD 1391s for Magnetic Silencing/Sensing Ranges at three locations
ACFs Determined using March 2022 USACE Area Cost Factors		       PUC Average $1,182,755.58 EA
 
FAC  1593 Water Launch Ramp UM =  SY Design Size                             600 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
51/3 Slab on Grade, 12″, Reinforced  $                             8.08 SF                                  9 SF to SY 1.05    $                          76.36 SY
51/3 Concrete Waterproofing, Silicone Spray, 2 coats  $                             0.80 SF                                  9 SF to SY 1.05    $                             7.51 SY
51/4 Piling, Steel Pipe, Concrete filled, 10″, 8 Each with Setup Cost  $                     2,315.50 EA 0.0133 EA to SY 1.04    $                          32.11 SY
              SUM  $                        115.98 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        114.90 SY
             PUC with Military Construction Premium      1.0210  $                        117.32 SY
            Inflated from FY21 to FY22   1.0834  $                        127.10 SY
 
FAC  1611 Harbor Control Facility UM =  EA RPAD Average Size                                  1 Source Inflated from FY2021;
Service Reported PRV 
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $656,330.50         1.0834 $711,058.06 EA
 
FAC  1631 Offshore Mooring Facility UM =  EA RPAD Average Size                                  5 Source Inflated from FY2021;
MTMC Stony Point Data FY 2000
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $13,972.36         1.0834 $15,137.43 EA
 
FAC  1641 Harbor Marine Improvements UM =  LF RPAD Average Size 1,685 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
51/4 Seawall Concrete, Precast, 5” – 6” including ties or piling  $                        755.00 LF 50% Commercial Reduction 1.04    $                        392.60 LF
51/2 Riprap, 6′ Wide x 8′ Tall, shore protection  $                        100.75 SY 1.78 SY to LF 1.05    $                        188.30 LF
                  Average  $                        290.45 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
             PUC with Military Construction Premium      1.0210  $                        287.76 LF
            Inflated from FY21 to FY22   1.0834  $                        311.76 LF
 
FAC  1711 General Purpose Instruction Building UM =  SF RPAD Average Size                        12,293 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Academic Instruction Building: General Instruction (Lecture Classroom)                             27,000  $               481.00     NA;  GUCs are as of October 2021  $                        481.00 SF
              PUC  $                        481.00 SF
 
FAC  1712 Applied Instruction Building UM =  SF RPAD Average Size                        15,355 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Academic Instruction Building: Applied Instructions (Hands-on Training) – Small (<35,000 SF)                             24,000  $               346.00     NA;  GUCs are as of October 2021  $                        346.00 SF
              PUC  $                        346.00 SF
 
FAC  1713 Band Training Facility UM =  SF RPAD Average Size                        10,623 Source USACE PAX Newsletter 3.2.2, 25 May 2022                                                        
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
14129 Training Aid Support Center  $                        357.00                 135,770     0.9405 $335.75 SF
                  PUC $335.75 SF
 
FAC  1714 Reserve Training Facility UM =  SF RPAD Average Size                        20,859 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Armed Forces Reserve Center                             44,000  $               390.00     NA;  GUCs are as of October 2021  $                        390.00 SF
              PUC  $                        390.00 SF
 
FAC  1715 Physical Education Building UM =  SF RPAD Average Size                        53,337 Source USACE PAX Newsletter 3.2.2, 06 April 2017
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
74028 Physical Fitness Facility  $                        250.00 62,000     1.0946 $273.65 SF
              PUC $273.65 SF
 
FAC  1717 Organizational Classroom UM =  SF RPAD Average Size                          4,563 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Academic Instruction Buildings: General Instruction (Lecture/Classroom)                             27,000  $               481.00     NA;  GUCs are as of October 2021  $                        481.00 SF
              PUC  $                        481.00 SF
 
FAC  1718 Indoor Firing Range and Supporting Facility UM =  SF RPAD Average Size                          6,135 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Indoor Firing Range                             36,000  $               327.00     NA;  GUCs are as of October 2021  $                        327.00 SF
              PUC  $                        327.00 SF
 
FAC  1721 Flight Simulator Facility UM =  SF RPAD Average Size                        15,277 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Academic Instruction Buildings: High Bay w/ Simulation Training -Small (<18,000 SF)                               7,300  $               603.00     NA;  GUCs are as of October 2021  $                        603.00 SF
              PUC  $                        603.00 SF
 
FAC  1722 Physiological Training Facility UM =  SF RPAD Average Size                          8,503 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Academic Instruction Buildings: High Bay w/ Simulation Training – Small (<18,000 SF)                               7,300  $               603.00     NA;  GUCs are as of October 2021  $                        603.00 SF
              PUC  $                        603.00 SF
 
FAC  1723 Gas Training Facility UM =  SF RPAD Average Size                             834 Source USACE PAX Newsletters 3.2.2                                                        
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
17123 Range Classroom Building (USACE PAX Newsletter 3.2.2, 21 May  2021)                                  800  $               296.00     0.9593 $283.95 SF
17123 After-Action Review (AAR) Building – Small  (USACE PAX Newsletter 3.2.2, 6 April 2017)                               1,100  $               307.00     1.0946 $336.04 SF
    Average $309.99  
           Average    PUC $309.99 SF
 
FAC  1724 General Purpose Simulator Facility UM =  SF RPAD Average Size                        11,187 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Academic Instruction Buildings: High Bay w/ Simulation Training – Small (<18,000 SF)                               7,300  $               603.00     NA;  GUCs are as of October 2021  $                        603.00 SF
              PUC  $                        603.00 SF
 
FAC  1725 Training Pool and Tank UM =  EA Design Size                                  1 Source Inflated from 2021:
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
  Pour Concrete Pool, 25 M x 50 M = 13,455 SF Surface Area                
18/22 Natatorium, Class C, Good $177.00 SF 13,455 SF/EA 1.04   $2,476,796.40 EA
18/36 Sprinkler, 15,000 SF, Wet System, Good $4.35 SF 13,455 SF/EA 1.04   $60,870.42 EA
              SUM $2,537,666.82 EA
      1 SM = 10.764 SF   Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC $2,514,169.91 EA
             PUC with Military Construction Premium      1.1380  $             2,861,022.25 EA
            Inflated from FY21 to FY22   1.0834  $             3,099,631.50 EA
 
FAC  1726 Enclosed Fire Fighter Trainer Facility UM =  SF Design Size                        11,000 Source Inflated from 2021:
Marshall and Swift Valuation, October 2020;
USACE PAX Newsletter 3.2.2, 21 May 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
15/29 Fire Training Tower, Average, Add 45% for insulated tiles  $                          21.50 CF 214.96 CF to SF 1.05 0.99  $                        231.36 SF
66/11  Polyethylene chamber water detention system, complete, 5,000 GA  $                             2.02 GA 0.92 GA to SF 1.02 0.99  $                             0.93 SF
83210 Stormwater drainage pond, 1/8 AC, 5 FT deep  $                   25,350.00 EA                          2.305 EA to SF 0.9593    $                             2.21 SF
61/8 Welded Steel Pressure Tank, 4 EA, 9,000 GA EA  $                   83,250.00 EA                      0.00036 EA to SF 1.00 0.99  $                          29.99 SF
62/1 Industrial Pump, 4 EA, 2.5″ Suction, 7.5 HP 3,550 RPM  $                     3,975.00 EA                      0.00036 EA to SF 1.04 0.99  $                             1.49 SF
62/2 Black Steel Threaded Pipe, 2″ non-buried, 1,800 LF  $                          27.98 LF                      0.16364 LF to SF 1.04 0.99  $                             4.72 SF
              SUM  $                        270.70 SF
                  PUC  $                        270.70 SF
             PUC with Military Construction Premium      1.0821  $                        292.93 SF
            Inflated from FY21 to FY22   1.0834  $                        317.36 SF
 
FAC  1731 Range Support Building UM =  SF RPAD Average Size                          1,491 Source USACE PAX Newsletter 3.2.2, 25 May 2022
USACE PAX Newsletter 3.2.2, 6 April 2017                                         
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
17122 Ammunition Breakdown Building  $                     1,022.00                         185     0.9405 $961.17 SF
17122 Operations/Storage Building, Small  $                        140.00                         800     0.9405 $131.67 SF
17123 Range Classroom Building   $                        302.00                         800     0.9405 $284.02 SF
17123 After Action Review Building -Small (USACE PAX Newsletter 3.2.2, 6 April 2017)  $                        307.00                     1,100     1.0946 $336.04 SF
17139 Covered Mess – Range (Small)   $                        232.00                         800     0.9405 $218.19 SF
                  PUC $386.22 SF
 
FAC  1732 Training Aids Support Building UM =  SF RPAD Average Size                          7,033 Source USACE PAX Newsletter 3.2.2, 30 May 2019                                                         
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
14129 Training Aid Support Center for Range Complex  $                        357.00                 135,770     1.0000 $357.00 SF
                  PUC $357.00 SF
 
FAC  1733 Training Support Structure UM =  SF RPAD Average Size                          1,947 Source USACE PAX Newsletter 3.2.2, 25 May 2022                                                      
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
75061 Covered Bleacher – Range  (Bleacher Enclosure), EA  $                233,549.00                             1                          1,947 EA/SF 0.9405 $112.81 SF
17139 Covered Mess – Range (Small)  $                        232.00                         800     0.9405 $218.19 SF
              Average   PUC $165.50 SF
 
FAC  1734 Observation Tower/Bunker UM =  EA Design Size                                  1 Source USACE PAX Newsletter 3.2.2, 25 May 2022                                                     
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
17971 Control Tower – Standard Instrumented  $                733,882.00                             1     0.9405 $690,200.07 EA
17971 Control Tower – Standard Small Arms  $                279,109.00                             1     0.9405 $262,495.95 EA
                Average PUC $476,348.01 EA
 
FAC  1741 Maneuver/Training Land, Light Forces  UM =  AC RPAD Average Size                          1,584 Source No Replacement Cost Defined
  FY2020 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   N/A          N/A N/A AC
 
FAC  1742 Maneuver/Training Land, Heavy Forces  UM =  AC RPAD Average Size                          2,969 Source No Replacement Cost Defined
  FY2020 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   N/A          N/A N/A AC
 
FAC  1743 Weapons Impact Area UM =  AC RPAD Average Size                          6,300 Source No Replacement Cost Defined
  FY2020 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   N/A          N/A N/A AC
 
FAC  1744 Parachute Drop Zone UM =  AC RPAD Average Size                             369 Source No Replacement Cost Defined
  FY2020 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   N/A          N/A N/A AC
 
FAC  1745 Parade and Drill Field UM =  AC RPAD Average Size 9.4 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/8 Soil preparation, Fine grading, Average  $                             0.29 SF 43,560 SF to AC 1.02   $12,885.05 AC
66/8 Hydroseeding, Average  $                             0.17 SF 43,560 SF to AC 1.02   $7,553.30 AC
66/8 Rain Bird or Rain Jet system lawn sprinklers, large area  $                             0.53 SF 43,560 SF to AC 1.02   $23,548.54 AC
              SUM $43,986.89 AC
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                   43,579.60 AC
             PUC with Military Construction Premium      1.0210  $                   44,494.77 AC
            Inflated from FY21 to FY22   1.0834  $                   48,205.64 AC
 
FAC  1750 General Purpose Small Arms Range UM =  FP TC 25-8 Standard Size 32 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 SIT Emplacement (62 SF concrete x 8″ thick with bar reinforcing), per FP  $9.63 SF 434 SF per FP 1.23 1.00  $                     5,140.69 FP
54/1 Service Switchgear, 100 Amps, Light Commercial $439.50 EA 7 EA per FP 1.10 1.00  $                     3,384.15 FP
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 7 EA per FP 1.10 1.00  $                     2,791.25 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter, 4 per SIT $145.58 EA 28 EA per FP 1.10 1.00  $                     4,483.86 FP
54/2 Underground Wiring, 2″, plastic duct, plus excavation and backfill (574 FT Average Distance) $19.62 LF 2,653 LF per FP 1.10 1.00  $                   57,257.05 FP
66/1 Foxhole with Drain (36″ reinforced Concrete Culvert. 4′ deep) $458.24 EA     1.21 1.00  $                        554.47 FP
93410 Berm, 522 M x 2M x 5M = 6,828 CY; Dozer backfill & Roller compaction $8.70 CY 213.4 CY per FP 0.9405    $                     1,745.87 FP
93210 Bank run gravel, Spread w/ 200 HP Dozer, including load at pit & haul, 2 MI round trip, no compaction (409 CY per berm) $48.60 CY 12.8 CY per FP 0.9405    $                        584.20 FP
              SUM  $                   75,941.53 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           PUC  $                   75,941.53 FP
     PUC with Military Construction Premium      1.0486  $                   79,629.78 FP
 
FAC  1751 Zero Range UM =  FP TC 25-8 Standard Size – Basic 10M-25M Firing Range (Zero) 32 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/1 Foxhole with Drain (36″ reinforced Concrete Storm Drainage, 4′ deep) $458.24 EA     1.21 1.00  $                        554.47 FP
51/3 Target Boots / 4 per FP; Concrete perimeter footing, 12″ below grade  $21.50 EA 4 EA to FP 1.12 1.00  $                          96.32 FP
54/2 Underground Wiring, 2″, plastic duct, plus excavation and backfill $19.62 LF 224 LF per FP 1.10 1.00  $                     4,834.37 FP
93410 Berm, 148 M x 2 M x 5 M = 1,936 CY; backfill & compaction $8.70 CY 60.5 CY per FP 0.9405    $                        495.03 FP
93210 Bank run gravel, Spread, 387 CY per berm $48.60 CY 12.1 CY per FP 0.9405    $                        552.78 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                     6,532.98 FP
     PUC with Military Construction Premium      1.0486  $                     6,850.26 FP
 
FAC  1752 Field Fire Range UM =  FP TC 25-8 Standard Size – Automated Field Fire Range 32 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 SIT Emplacement (62 SF concrete x 8″ thick w/Rebar), 3 per FP $9.63 SF 186 SF per FP 1.23 1.00  $                     2,203.15 FP
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 3 EA per FP 1.10 1.00  $                     1,664.85 FP
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 3 EA per FP 1.10 1.00  $                     1,196.25 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter, 4 per SIT $145.58 EA 12 EA per FP 1.10 1.00  $                     1,921.66 FP
54/2 Underground Wiring, 2″, plastic duct, plus excavation and backfill (574 FT Average Distance) $19.62 LF 2,653 LF per FP 1.10 1.00  $                   57,257.05 FP
66/1 Foxhole with Drain (36″ reinforced Concrete Storm Drainage, 4′ deep) $458.24 EA     1.21 1.00  $                        554.47 FP
93410 Berm, 522 M x 2 M x 5 M = 6,828 CY; backfill & compaction $8.70 CY 277.9 CY per FP 0.9405    $                     2,274.18 FP
93210 Bank run gravel, Spread, 1,044 CY per berm $48.60 CY 32.6 CY per FP 0.9405    $                     1,491.23 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                   68,562.84 FP
     PUC with Military Construction Premium      1.0486  $                   71,892.73 FP
 
FAC  1753 Record Fire Range UM =  FP TC 25-8 Standard Size – Automated Record Fire Range 16 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar), 7 per FP $9.63 SF 434 SF per FP 1.23 1.00  $                     5,140.69 FP
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 7 EA per FP 1.10 1.00  $                     3,884.65 FP
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 7 EA per FP 1.10 1.00  $                     2,791.25 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter, 4 per SIT $145.58 EA 28 EA per FP 1.10 1.00  $                     4,483.86 FP
54/2 Underground Wiring, 2″, plastic duct, 574 FT Average Distance, plus excavation and backfill $19.62 LF 4,018 LF per FP 1.10 1.00  $                   86,716.48 FP
66/1 Foxhole with Drain (36″ reinforced Concrete Storm Drainage, 4′ deep) $458.24 EA     1.21 1.00  $                        554.47 FP
93410 Berm, 340 M x 2M x 5 M = 4,447 CY; backfill & compaction $8.70 CY 277.9 CY per FP 0.9405    $                     2,274.18 FP
93210 Bank run gravel, Spread, 445 CY per berm $48.60 CY 27.8 CY per FP 0.9405    $                     1,271.26 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                107,116.84 FP
     PUC with Military Construction Premium      1.0486  $                112,319.18 FP
 
FAC  1754 Night Fire Range UM =  FP TC 25-8 Standard Size 32 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 SIT Emplacement (62 sf concrete x 8″ thick w/Rebar); 2 per FP $9.63 SF 124 SF per FP 1.23 1.00  $                     1,468.77 FP
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 2 EA per FP 1.10 1.00  $                        797.50 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter, 4 per SIT $145.58 EA 4 EA per FP 1.10 1.00  $                        640.55 FP
54/2 Underground Wiring, 2″, plastic duct, 164 FT average distance, plus excavation and backfill $19.62 LF 82 LF per FP 1.10 1.00  $                     1,769.72 FP
66/1 Foxhole with Drain (36″ reinforced Concrete Storm Drainage, 4′ deep) $458.24 EA     1.21 1.00  $                        554.47 FP
93410 Berm, 522 M x 2 M x 3 M = 4,096 CY; backfill & compaction $8.70 CY 128 CY per FP 0.9405    $                     1,047.34 FP
93210 Bank run gravel, Spread, 409 CY per berm $48.60 CY 12.8 CY per FP 0.9405    $                        584.21 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                     6,862.56 FP
     PUC with Military Construction Premium      1.0486  $                     7,195.86 FP
 
FAC  1755 Known Distance Range UM =  FP TC 25-8 Standard Size 32 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 1 EA per FP 1.10 1.00  $                        398.75 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter, 4 per SIT $145.58 EA 4 EA per FP 1.10 1.00  $                        640.55 FP
54/2 Rigid Conduit and Wiring, 1″,  525 FT average distance $16.75 LF 525 LF per FP 1.10 1.00  $                     9,673.13 FP
93410 Berm, 340 M x 4 M x 5 M = 8,894 CY; backfill & compaction $8.70 CY 277.9 CY per FP 0.9405    $                     2,274.18 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                   12,986.61 FP
     PUC with Military Construction Premium      1.0486  $                   13,617.33 FP
 
FAC  1756 Sniper Range UM =  FP TC 25-8 Standard Size – Automated Sniper Field Fire Range 4 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  Sniper range = 4 SITs/6MITs/8 Iron Maiden Pads per FP                
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar), 4 per FP $9.63 SF 248 SF per FP 1.23 1.00  $                     2,937.54 FP
51/3 MIT Emplacement 15 M (15 M x . 5M =7 .5 SM) 12″ concrete wall  $20.25 SF 484.2 SF per FP 1.12 1.00  $                   10,981.66 FP
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 10 EA per FP 1.10 1.00  $                     5,549.50 FP
58/6 Trolleyway, 1 Ton, 50 FT / MIT $21.10 LF 300 LF per FP 1.04 1.00  $                     6,583.20 FP
58/6 Trolley, Motorized, 0.5 Ton, 1 per MIT $3,227.50 EA 6 EA to FP 1.04 1.00  $                   20,139.60 FP
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 10 EA per FP 1.10 1.00  $                     3,987.50 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (4 per MIT, SIT) $145.58 EA 40 EA per FP 1.10 1.00  $                     6,405.52 FP
54/2 Underground Wiring, 2″, plastic duct, 1,640 FT average distance, plus excavation and backfill $19.62 LF 6,412 LF per FP 1.10 1.00  $                138,383.78 FP
66/1 Concrete Pad 4 FT x 8 FT (1 per Firing Pad / 1 per Iron Maiden Pad) $5.29 SF 288 SF per FP 1.21 1.00  $                     1,843.46 FP
93410 Berm, 80 M x 2 M x 5 M = 1,046 CY; backfill & compaction $8.70 CY 261.5 CY per FP 0.9405    $                     2,139.68 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                198,951.44 FP
     PUC with Military Construction Premium      1.0486  $                208,613.91 FP
 
FAC  1757 Pistol Range UM =  FP TC 25-8 Standard Size – Automated Combat Pistol Range 15 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May2022
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar), 8 per FP $9.63 SF 496 SF per FP 1.23 1.00  $                     5,875.07 FP
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 8 EA per FP 1.10 1.00  $                     4,439.60 FP
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 8 EA per FP 1.10 1.00  $                     3,190.00 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter, 4 per SIT $145.58 EA 32 EA per FP 1.10 1.00  $                     5,124.42 FP
54/2 Underground Wiring, 2″, plastic duct, 101 FT Average Distance, plus excavation and backfill $19.62 LF 808 LF per FP 1.10 1.00  $                   17,438.26 FP
93210 Bank run gravel, Spread, 445 CY per range $48.60 CY 27.8 CY per FP 0.9405    $                     1,271.26 FP
93410 Berm, 8  EA per FP, 1 M x 1 M x 2 M = 20.9 CY; backfill & compaction $8.70 CY 20.9 CY per FP 0.9405    $                        170.85 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                   37,509.45 FP
     PUC with Military Construction Premium      1.0486  $                   39,331.17 FP
 
FAC  1758 Machinegun Range UM =  FP TC 25-8 Standard Size – Automated Multipurpose Machinegun 10 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  MPMG = 3 SITs/5 WSITs/2MITs/2 SATs/8 Iron Maiden Pads per FP                
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar), 3 per FP $9.63 SF 186 SF per FP 1.23 1.00  $                     2,203.15 FP
66/2 WSIT Emplacement (94 SF concrete x 8″ thick with Rebar),  5 per FP $9.63 SF 470 SF per FP 1.23 1.00  $                     5,567.10 FP
66/2 SAT Emplacement (468 SF concrete x 12″ thick with Rebar), 2 per FP $11.77 SF 936 SF per FP 1.23 1.00  $                   13,550.57 FP
51/3 MIT Emplacement 15M (15 M x 0.5 M = 7.5 SM), 12″ concrete wall  $20.25 SF 161.4 SF per FP 1.12 1.00  $                     3,660.55 FP
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 12 EA per FP 1.10 1.00  $                   12,144.00 FP
58/6 Trolleyway, 1 Ton, 50 FT / MIT $21.10 LF 100 LF per FP 1.04 1.00  $                     2,194.40 FP
58/6 Trolley, Motorized, 0.5 Ton, 1 per MIT $3,227.50 EA 2 EA to FP 1.04 1.00  $                     6,713.20 FP
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 12 EA per FP 1.10 1.00  $                   14,850.00 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MIT, SIT; 6 per WSIT)) $145.58 EA 60 EA per FP 1.10 1.00  $                     9,608.28 FP
54/2 Underground Wiring, 2″, plastic duct, 1,640 FT Average Distance, plus excavation and backfill $19.62 LF 2,961 LF per FP 1.10 1.00  $                   63,904.30 FP
66/1 Concrete Pad 4 FT x 8 FT (1 per Firing Pad / 1 per Iron Maiden Pad) $5.29 SF 288 SF per FP 1.21 1.00  $                     1,843.46 FP
93410 Berm, 30 M x 2 M x 5 M = 392 CY; backfill & compaction $8.70 CY 39.2 CY per FP 0.9405    $                        320.75 FP
93210 Bank run gravel, Spread, 39 CY per range $48.60 CY 3.9 CY per FP 0.9405    $                        178.26 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                136,559.76 FP
     PUC with Military Construction Premium      1.0486  $                143,192.06 FP
 
FAC  1760 General Purpose Direct Fire Range UM =  FP TC 25-8 Standard Size 4 Source USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
85110 Vehicle Battle Position – Defilade (481 SF concrete x 10″ thick with Rebar), Unit Cost divided by 9 for SF $8.11 SF 481 SF per FP 0.9405    $                     3,669.31 FP
93410 Berm, 148 M x 2M x 5 M = 1,936 CY; backfill & compaction $8.70 CY 484 CY per FP 0.9405    $                     3,960.26 FP
93210 Bank run gravel, Spread, 327 CY per range $48.60 CY 82 CY per FP 0.9405    $                     3,736.65 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                   11,366.22 FP
     PUC with Military Construction Premium      1.0486  $                   11,918.24 FP
 
FAC  1761 Grenade Launcher Range UM =  FP TC 25-8 Standard Size 4 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/1 Target Bunker (Catch Basin,  4′ deep) $3,269.00 EA     1.21 1.00  $                     3,955.49 FP
93410 Target Berm, 1 M x 1 M x 2 M x 4 targets/lane = 2.6 CY; Backfill & compaction $8.70 CY 10 CY per FP 0.9405    $                          85.10 FP
93410 Berm, 40 M x 1 M x 2 M = 104 CY; backfill & compaction $8.70 CY 26 CY per FP 0.9405    $                        212.74 FP
93210 Bank run gravel, Spread, 104 CY per berm $48.60 CY 26 CY per FP 0.9405    $                     1,188.42 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                     5,441.74 FP
     PUC with Military Construction Premium      1.0486  $                     5,706.03 FP
 
FAC  1762 Grenade Machinegun Range UM =  LN TC 25-8 Standard Size 2 Source USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
85110 Vehicle Firing Point (128 SF concrete x 8″ thick with Rebar), Price per SY in PAX divided by 9 for SF $6.89 SF 128 SF per LN 0.9405    $                        829.29 LN
93410 Berm, 20 M x 2 M x 1 M = 52 CY; backfill & compaction $8.70 CY 52 CY per LN 0.9405    $                        425.47 LN
93210 Bank run gravel, Spread, 20 CY per LN $48.60 CY 20 CY per LN 0.9405    $                        914.14 LN
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                     2,168.91 LN
          PUC  $                     2,168.91 LN
OSD Design Criteria FAC 1762 design criteria is found in Army Field Manual (FM) 3-22.27, 40 mm Grenade Machinegun, and TC 25-8, identified in the latter as Category Code 17833, Automated Multipurpose Machine Gun (MPMG) Range.  
Building construction material • Selection as found in the U.S. Army Corps of Engineers (USACE) Programming Administration and Execution (PAX) System newsletter
• See “Range Business Rules” for type of materials
Facility Size • The unit of measure is LN, lane. 
• Size is per design found in TC 25-8.  The design calls for a standard 2 LNs per range.  Although the average of the records is 3.2, there can be no ‘fractional’ lanes.
• There are 32 FAC 1762 records, ranging in size from 1 to 10 lanes (LN).  
Fire suppression system type, quality, and coverage The USACE Engineering and Support Center, Huntsville (HNC) Range and Training Land Program (RTLP) “Program Information” section states “fire detection and protection are not typically required in Standard Range Facilities by either NFPA 101, Life Safety Code; or Unified Facilities Criteria (UFC) 3-600-01, Design: Fire Protection Engineering for Facilities.”   
Inclusion of a loading dock or similar ancillary feature No specific requirement exists for the incorporation of a loading dock; while there is no criteria, an engineering analysis would be performed during the design phase, based upon the topography of the surrounding access streets, expected delivery methods, throughput, ordnance equipment size.  
Inclusion and capacity of overhead cranes No specific requirement exists for the incorporation of an overhead crane; while there is no criteria, an engineering analysis would be performed during the design phase, based upon the topography of the surrounding access streets, expected delivery methods, throughput, ordnance equipment size.  
Established standard for components or materials  Limited established standards exist, as explained above, with a situation and site specific design required.
Documentation for business rules reflecting DoD established practices for components or materials   • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
• Range Business Rules
Footnotes U.S. Army TC 3-22.19, Grenade Machine Gun MK 19 MOD 3, 10 May 2017, with Change 1, 13 January 2020.
 
FAC  1763 Light Antiarmor Weapon Range (LAWR) UM =  FP TC 25-8 Standard Size – Light Antiarmor Range, Subcal 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022:
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  LAWR/AT-4 = 2 MG Bunkers/ 9 SATs / 2 MATs per FP                
66/2 Stationary Armor Target (SAT) Emplacement (468 SF concrete x 12″ thick w/Rebar) 9 per FP $11.77 SF 4,212 SF per FP 1.23 1.00  $                   60,977.55 FP
51/3 MAT Emplacement 200M (200 M x 1 M= 2153 SF), 12″ concrete wall, 2 per FP $20.25 SF 4,306 SF per FP 1.12 1.00  $                   97,660.08 FP
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 11 EA per FP 1.10 1.00  $                   11,132.00 FP
58/6 Trolleyway, 1 Ton, 656 FT / MAT $21.10 LF 1,312 LF per FP 1.04 1.00  $                   28,790.53 FP
58/6 Trolley, Motorized, 0.5 ton, 1 per MAT $3,227.50 EA 2 EA to FP 1.04 1.00  $                     6,713.20 FP
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 11 EA per FP 1.10 1.00  $                   13,612.50 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT) $145.58 EA 53 EA per FP 1.10 1.00  $                     8,487.31 FP
54/2 Underground Wiring, 2″, plastic duct, 984 FT Average Distance $19.62 LF 20,825 LF per FP 1.10 1.00  $                449,445.15 FP
66/2 Concrete Bunker 4 FT x4 FT = 96 SF of 12″ concrete, 2 EA $20.25 SF 192 SF per FP 1.12 1.00  $                     4,354.56 FP
93410 Berm, 400 M x 1 M x 1 M = 523 CY; Backfill & compaction $8.70 CY 523 CY per FP 0.9405    $                     4,279.27 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                685,452.15 FP
     PUC with Military Construction Premium      1.0486  $                718,742.50 FP
 
FAC  1764 Heavy Antiarmor Weapon Range (HAWR) UM =  LN TC 25-8 Standard Size – Antiarmor Tracking and Live Fire (ATLF) 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022:
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  HAWR = 12 SATs / 5 MATs / 1 Course Road per LN                
66/2 SAT Emplacement (468 SF concrete x 12″ thick With Rebar), 12 per LN $11.77 SF 5,616 SF per LN 1.23 1.00  $                   81,303.39 LN
51/3 MAT Emplacement 350M (350 M x 1 M= 3,767 SF) 12″ concrete wall  $20.25 SF 18,835 SF per LN 1.12 1.00  $                427,177.80 LN
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 17 EA per LN 1.10 1.00  $                   17,204.00 LN
58/6 Trolleyway, 1 Ton, 1,148 FT / MAT $21.10 LF 5,740 LF per LN 1.04 1.00  $                125,958.56 LN
58/6 Trolley, Motorized, 0.5 ton, 1 per MAT $3,227.50 EA 5 EA per LN 1.04 1.00  $                   16,783.00 LN
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 17 EA per LN 1.10 1.00  $                   21,037.50 LN
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT) $145.58 EA 80 EA per LN 1.10 1.00  $                   12,811.04 LN
54/2 Underground Wiring, 2″, plastic duct, 6,761 FT Average Distance, plus excavation and backfill $19.62 LF 114,937 LF per LN 1.10 1.00  $             2,480,570.33 LN
93410 Trail Grading, Fine Grading for Roadways, Base Course 11,525 SY $1.20 SY 11,525 SY per LN 0.9405    $                   13,006.81 LN
66/2 Vehicle Battle Position 6 EA; Defilade (481 SF concrete x 12″ thick with Rebar) $11.77 SF 2,886 SF per LN 1.23 1.00  $                   41,780.91 LN
93410 Berm, 1800 M x 2 M x 1 M = 4,709 CY; backfill & compaction $8.70 CY 4,709 CY per LN 0.9405    $                   38,529.80 LN
93210 Bank run gravel, Spread, 1,063 CY per LN $48.60 CY 1,063 CY per LN 0.9405    $                   48,586.80 LN
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $             3,324,749.95 LN
     PUC with Military Construction Premium      1.0486  $             3,486,223.08 LN
 
FAC  1765 Artillery Direct Fire Range (ADFR) UM =  EA Design Size 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022:
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  ADFR = 18 SATs / 6 Firing Positions per Range                
66/2 SAT Emplacement (468 SF concrete x 12″ thick with Rebar); 6 per range $11.77 SF 2,808 SF per Range 1.23 1.00  $                   40,651.70 EA
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 6 EA per Range 1.10 1.00  $                     6,072.00 EA
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 6 EA per Range 1.10 1.00  $                     7,425.00 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT) $145.58 EA 90 EA per Range 1.10 1.00  $                   14,412.42 EA
54/2 Underground Wiring, 2″ plastic duct, 2,560 FT Average Distance, plus excavation and backfill $19.62 LF 46,080 LF per Range 1.10 1.00  $                994,498.56 EA
93410 Trail Grading, Fine Grading for Roadways, Base Course 11,525 SY $1.20 SY 11,525 SY per Range 0.9405    $                   13,006.81 EA
66/2 Vehicle Battle Position 6 EA – Defilade (481 SF concrete x 12″ thick with Rebar) $11.77 SF 2,886 SF per Range 1.23 1.00  $                   41,780.91 EA
93410 Berm, 117 M x 2 M x 1 M = 279 CY; backfill & compaction $8.70 CY 279 CY per Range 0.9405    $                     2,282.82 EA
93210 Bank run gravel, Spread, 215 CY per range $48.60 CY 215 CY per Range 0.9405    $                     9,827.06 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $             1,129,957.28 EA
     PUC with Military Construction Premium      1.0486  $             1,184,835.92 EA
 
FAC  1766 Tank Stationary Gunnery Range (TSGR) UM =  EA TC 25-8 Standard Size – Tank Stationary Gunnery Range 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022:
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  TSGR = 25 SATs / 4 MATs / 42 SITS / 7 MITS per Range                
66/2 SIT Emplacement (62 SF concrete x 8″ thick w/Rebar); 42 per range $9.63 SF 2,604 SF per Range 1.23 1.00  $                   30,844.12 EA
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 42 EA per Range 1.10 1.00  $                   23,307.90 EA
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 42 EA per Range 1.10 1.00  $                   16,747.50 EA
66/2 SAT Emplacement (468 SF concrete x 12″ thick w/Rebar), 25 per range $11.77 SF 11,700 SF per Range 1.23 1.00  $                169,382.07 EA
51/3 MAT Emplacement 200 M (200 M x 1 M= 2,152 SF), 12″ concrete wall  $20.25 SF 8,608 SF per Range 1.12 1.00  $                195,229.44 EA
51/3 MIT Emplacement 15 M (15 Mx 0.5 M = 80.7 SF), 12″ concrete wall  $20.25 SF 565 SF per Range 1.12 1.00  $                   12,811.93 EA
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 36 EA per Range 1.10 1.00  $                   36,432.00 EA
58/6 Trolleyway, 1 Ton, 656 FT / MAT;  49 FT / MIT $21.10 LF 2,967 LF per Range 1.04 1.00  $                   65,107.85 EA
58/6 Trolley, Motorized, 0.5 ton, 1 per MAT / MIT $3,227.50 EA 11 EA per Range 1.04 1.00  $                   36,922.60 EA
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 36 EA per Range 1.10 1.00  $                   44,550.00 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT, MIT, SIT) $145.58 EA 337 EA per Range 1.10 1.00  $                   53,966.51 EA
54/2 Underground Wiring, 2″, plastic duct, 5,105 FT Average Distance, plus excavation and backfill $19.62 LF 398,190 LF per Range 1.10 1.00  $             8,593,736.58 EA
93410 Trail Grading, Fine Grading for Roadways, Base Course 2,488 SY $1.20 SY 2,488 SY per Range 0.9405    $                     2,807.89 EA
66/2 Vehicle Battle Position 2 EA – Defilade (481 SF concrete x 12″ thick with Rebar) $11.77 SF 962 SF per Range 1.23 1.00  $                   13,926.97 EA
66/2 Vehicle Firing Point, 10 EA (128 SF concrete x 8″ thick with Rebar) $9.63 SF 1,280 SF per Range 1.23 1.00  $                   15,161.47 EA
93410 Berm, 1,400 M x 2 M x 1 M = 3,662 CY; backfill & compaction $8.70 CY 3,662 CY per Range 0.9405    $                   29,963.07 EA
93210 Bank run gravel, Spread, 1,063 CY per range $48.60 CY 1,063 CY per Range 0.9405    $                   48,586.80 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $             9,318,585.18 EA
     PUC with Military Construction Premium      1.0486  $             9,771,160.91 EA
 
FAC  1767 Indirect Fire Range UM =  EA Design Size N/A Source
No Replacement Cost Defined
CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
                N/A EA
 
FAC  1768 Scaled Indirect Fire Range UM =  EA Design Size 1 Source USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  Artillery Direct Firing Range (ADFR) = 6 Hasty Firing Positions per Range                
93410 Berm, 117 M x 2 M x 1 M = 279 CY; backfill & compaction $8.70 CY 279.0 CY per Range 0.9405    $                     2,282.82 EA
93210 Bank run gravel, Spread, 215 CY per range $48.60 CY 215.0 CY per Range 0.9405    $                     9,827.06 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                   12,109.88 EA
     PUC with Military Construction Premium      1.0486  $                   12,698.02 EA
 
FAC  1769 Scaled Gunnery Range (SGR) UM =  EA TC 25-8 Standard Size – Tank/Fighting Vehicle Scaled Gunnery Range 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022:
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  SGR =  16 SITS / 8 MITS per Range                
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar), 16 per range $9.63 SF 992 SF per Range 1.23 1.00  $                   11,750.14 EA
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 16 EA per Range 1.10 1.00  $                     8,879.20 EA
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 16 EA per Range 1.10 1.00  $                     6,380.00 EA
51/3 MIT Emplacement 15 M (15 M x 0.5 M = 80.7 SF), 12″ concrete wall  $20.25 SF 645.6 SF per Range 1.12 1.00  $                   14,642.21 EA
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 8 EA per Range 1.10 1.00  $                     8,096.00 EA
58/6 Trolleyway, 1 Ton,  49 FT / MIT $21.10 LF 392 LF per Range 1.04 1.00  $                     8,602.05 EA
58/6 Trolley, Motorized, 0.5 ton, 1 per MIT $3,227.50 EA 8 EA per Range 1.04 1.00  $                   26,852.80 EA
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 8 EA per Range 1.10 1.00  $                     9,900.00 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (4 per MIT, SIT) $145.58 EA 96 EA per Range 1.10 1.00  $                   15,373.25 EA
54/2 Underground Wiring, 2″, plastic duct, 356 FT Average Distance, plus excavation and backfill $19.62 LF 4,272 LF per Range 1.10 1.00  $                   92,198.30 EA
93410 Trail Grading, Fine Grading for Roadways, Base Course 478 SY $1.20 SY 478 SY per Range 0.9405    $                        539.46 EA
66/2 Vehicle Battle Position, 2 EA – Defilade (481 SF concrete x 12″ thick with rebar) $11.77 SF 962 SF per Range 1.23 1.00  $                   13,926.97 EA
66/2 Vehicle Firing Point, 2 EA (128 SF concrete x 8″ thick with rebar) $9.63 SF 256 SF per Range 1.23 1.00  $                     3,032.29 EA
93410 Berm, 220 M x 2 M x 1 M = 575 CY, backfill & compaction $8.70 CY 575 CY per Range 0.9405    $                     4,704.74 EA
93210 Bank run gravel, Spread, 156 CY per Range $48.60 CY 156 CY per Range 0.9405    $                     7,130.33 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                232,007.74 EA
     PUC with Military Construction Premium      1.0486  $                243,275.66 EA
 
FAC  1771 Armor Vehicle Crew Training Range UM =  LN TC 25-8 Standard Size / Digital Multipurpose Training Range (DPMTR)  1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  DMPTR= 30 SATs / 6 MATs / 146 SITs / 4 MITs                 
66/2 SIT Emplacement (62 SF concrete x 8″ thick w/Rebar) 146 per LN  $9.63 SF 9,052 SF per LN 1.23 1.00  $                107,220.03 LN
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 146 EA per LN 1.10 1.00  $                   81,022.70 LN
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 146 EA per LN 1.10 1.00  $                   58,217.50 LN
66/2 SAT Emplacement (468 SF concrete x 12″ thick w/Rebar) 30 per LN $11.77 SF 14,040 SF per LN 1.23 1.00  $                203,258.48 LN
51/3 MAT Emplacement 200 M2 (200 M x 1 M= 2,152 SF) 12″ concrete wall  $20.25 SF 12,912 SF per LN 1.12 1.00  $                292,844.16 LN
51/3 MIT Emplacement 7.5 M2 (15 M x 0.5 M = 80.7 SF) 12″ concrete wall  $20.25 SF 323 SF per LN 1.12 1.00  $                     7,321.10 LN
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 40 EA per LN 1.10 1.00  $                   40,480.00 LN
58/6 Trolleyway, 1 Ton, 656 FT / MAT,  49 FT /MIT $21.10 LF 4,132 LF per LN 1.04 1.00  $                   90,672.61 LN
58/6 Trolley, Motorized, 0.5 ton, 1 per MAT / MIT $3,227.50 EA 10 EA per LN 1.04 1.00  $                   33,566.00 LN
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 40 EA per LN 1.10 1.00  $                   49,500.00 LN
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT, MIT, SIT) $145.58 EA 774 EA per LN 1.10 1.00  $                123,946.81 LN
54/2 Underground Wiring, 2″, plastic duct, 5,105 FT Average Distance, plus excavation and backfill $19.62 LF 165,233 LF per LN 1.10 1.00  $             3,566,058.61 LN
93410 Trail Grading, Fine Grading for Roadways, Base Course 2488 SY $1.20 SY 2,488 SY per LN 0.9405    $                     2,807.89 LN
66/2 Vehicle Battle Position 8 EA – Defilade (481 SF concrete x 12″ thick with Rebar) $11.77 SF 3,848 SF per LN 1.23 1.00  $                   55,707.88 LN
93410 Total Berm, 2,184 M x 2 M x 1 M = 5,713 CY, backfill & compaction $8.70 CY 5,713 CY per LN 0.9405    $                   46,744.68 LN
66/1 Target Bunker (Catch Basin, 4 FT deep) x 2 $3,269.00 EA 2 EA per LN 1.21 1.00  $                     7,910.98 LN
93210 Bank run gravel, Spread, 7,850 CY per Range $48.60 CY 7,850 CY per LN 0.9405    $                358,801.86 LN
17/31 Urban Cluster / Bank Barn, 2 Story (20 FT x 20 FT), Class D, Low Cost, 7 EA Buildings (use Class C multiplier) $21.15 SF 2,800 SF per LN 1.16 0.97  $                   66,751.00 LN
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $             5,192,832.30 LN
     PUC with Military Construction Premium      1.0821  $             5,619,273.63 LN
 
FAC  1772 Armor Vehicle Unit Training Range UM =  EA TC 25-8 Standard Size – Digital Multipurpose Training Complex (DMPRC)  1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  DMPRC= 80 SATs / 12 MATs / 294 SITs / 45 MITs                 
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar) 294 per range $9.63 SF 18,228 SF per Range 1.23 1.00  $                215,908.84 EA
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 306 EA per Range 1.10 1.00  $                169,814.70 EA
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 306 EA per Range 1.10 1.00  $                122,017.50 EA
66/2 SAT Emplacement (468 SF concrete x 12″ thick with Rebar) 80 per Range $11.77 SF 37,440 SF per Range 1.23 1.00  $                542,022.62 EA
51/3 MAT Emplacement 200 M (200 M x 1 M = 2,152 SF) 12″ concrete wall, 12 per Range  $20.25 SF 25,824 SF per Range 1.12 1.00  $                585,688.32 EA
51/3 MIT Emplacement 15 M (15 M x 0.5 M = 80.7 SF) 12″ concrete wall, 45 per Range $20.25 SF 3,631.5 SF per Range 1.12 1.00  $                   82,362.42 EA
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 137 EA per Range 1.10 1.00  $                138,644.00 EA
58/6 Trolleyway, 1 Ton, 656 FT / MAT, 49 FT / MIT $21.10 LF 10,077 LF per Range 1.04 1.00  $                221,129.69 EA
58/6 Trolley, Motorized, 0.5 ton, 1 per MAT / MIT $3,227.50 EA 57 EA per Range 1.04 1.00  $                191,326.20 EA
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 137 EA per Range 1.10 1.00  $                169,537.50 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT, MIT, SIT) $145.58 EA 1,852 EA per Range 1.10 1.00  $                296,575.58 EA
54/2 Underground Wiring, 2″, plastic duct, 6.5 lanes of targetry, plus excavation and backfill $19.62 LF 1,145,515 LF per Range 1.10 1.00  $           24,722,493.94 EA
93410 Trail Grading, Fine Grading for Roadways, Base Course 7464 SY $1.20 SY 7,464 SY per Range 0.9405    $                     8,423.68 EA
66/2 Vehicle Battle Position 30 EA – Defilade (481 SF concrete x 12″ thick with Rebar) $11.77 SF 14,430 SF per Range 1.23 1.00  $                208,904.55 EA
93410 Total Berm, 6,552 M x 2 M x 1 M = 17,139 CY, Backfill & compaction $8.70 CY 17,139 CY per Range 0.9405    $                140,234.05 EA
66/2 Machine gun bunker (144 SF concrete x 8″ with rebar,) 4 per Range $9.63 SF 576 SF per Range 1.23 1.00  $                     6,822.66 EA
93210 Bank run gravel, Spread, 44,650 CY per Range $48.60 CY 44,650 CY per Range 0.9405    $             2,040,828.42 EA
17/31 Urban Cluster / Bank Barn, 2 Story (20 FT x 20 FT), Class D, Low Cost, 12 EA Buildings (Use Class C multiplier) $21.15 SF 4,800 SF per Range 1.16 0.97  $                114,430.28 EA
              SUM  $           29,977,164.95 EA
                  PUC  $           29,977,164.95 EA
             PUC with Military Construction Premium      1.0821  $           32,438,924.03 EA
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria FAC 1772 design criteria is found in U.S. Army Technical Circular (TC) TC 25-8.  Area:  20,000,000 M2 / 4,942 AC..  Range Dimensions 2,500 M X 8,000 M (TC 25-8, Figure H-10.2).  1 Acre = 4,047 M2.
There are 59 FAC 1772 records, with an average size of 1 each. 
This FAC aggregates multiple (1 AF, 7 Army and 3 Navy/Marine Corps) category codes.  Category code 17860, Digital Multipurpose Range Complex (DMPRC), was chosen from TC 25-8, Table 2-2, as a conservative representative design/cost estimate. 
Building construction material • Selection as found in PAX newsletter
• See “Range Business Rules” and “Marshall and Swift Selection Business Rules” for type of materials
Facility size • The unit of measure is EA, each. 
• Size is per design found in US Army TC 25-8.
Fire suppression system type, quality, and coverage The USACE Engineering and Support Center, Huntsville (HNC) Range and Training Land Program (RTLP) “program Information” section states “fire detection and protection are not typically required in Standard Range Facilities by either the National Fire Protection Association (NFPA) 101, Life Safety Code; or Unified Facilities Criteria (UFC) 3-600-01, Design: Fire Protection Engineering for Facilities … .”   
Inclusion of a loading dock or similar ancillary feature No specific requirement exists for the incorporation of a loading dock; while there is no criteria, an engineering analysis would be performed during the design phase, based upon the topography of the surrounding access streets, expected delivery methods, throughput, ordnance equipment size.  
Inclusion and capacity of overhead cranes No specific requirement exists for the incorporation of an overhead crane; while there is no criteria, an engineering analysis would be performed during the design phase, based upon the topography of the surrounding access streets, expected delivery methods, throughput, ordnance equipment size.  
Established standard for components or materials  Limited established standards exist, as explained above, with a situation and site specific design required.
Documentation for proposed business rules reflecting DoD established practices for components or materials   • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
• Range Business Rules
Footnotes The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.
 
FAC  1773 Fire and Movement Range (FMR) UM =  LN TC 25-8 Standard Size / Fire and Movement Range (FMR) 4 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  FMR= 6 SITs / LN; 4 lanes per FMR                
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar) 6 per LN $9.63 SF 372 SF per LN 1.23 1.00  $                     4,406.30 LN
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 6 EA per LN 1.10 1.00  $                     3,329.70 LN
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 6 EA per LN 1.10 1.00  $                     2,392.50 LN
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (4 per SIT) $145.58 EA 24 EA per LN 1.10 1.00  $                     3,843.31 LN
54/2 Underground Wiring, 2″, plastic duct, 346 FT Average Distance, plus excavation and backfill $19.62 LF 2,076 LF per LN 1.10 1.00  $                   44,804.23 LN
93410 Berm, 150 M x 3M x 4M = 2,354 CY / Backfill & compaction, 2 EA Berms / LN $8.70 CY 4,708 CY per LN 0.9405    $                   38,521.61 LN
93210 Bank run gravel, Spread, 39 CY per lane $48.60 CY 39 CY per LN 0.9405    $                     1,782.58 LN
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                   99,080.24 LN
     PUC with Military Construction Premium      1.0486  $                103,892.27 LN
 
FAC  1774 Squad Defense Range (SDR) UM =  EA TC 25-8 Standard Size / Squad Defense Range (SDR)  1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  SDR= 31 SITs                  
66/2 SIT Emplacement (62 sf concrete x 8″ thick w/Rebar), 31 per range $9.63 SF 1,922 SF per Range 1.23 1.00  $                   22,765.90 EA
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 31 EA per Range 1.10 1.00  $                   17,203.45 EA
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 31 EA per Range 1.10 1.00  $                   12,361.25 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (4 per SIT) $145.58 EA 124 EA per Range 1.10 1.00  $                   19,857.11 EA
54/2 Underground Wiring, 2″, plastic duct, 574 FT Average Distance, plus excavation and backfill $19.62 LF 8,152 LF per Range 1.10 1.00  $                175,936.46 EA
66/2 2-person fighting position (104 SF concrete x 8″ with rebar), 5 per range $9.63 SF 520 EA per Range 1.23 1.00  $                     6,159.35 EA
93410 Berm, 300 M x 2 M x 1 M = 785 CY / Backfill & compaction $8.70 CY 785.0 CY per FP 0.9405    $                     6,423.00 EA
93210 Bank run gravel, Spread, 353 CY per berm $48.60 CY 353.0 CY per FP 0.9405    $                   16,134.66 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                276,841.17 EA
     PUC with Military Construction Premium      1.0486  $                290,286.52 EA
 
FAC  1775 Infantry Battle Course UM =  EA TC 25-8 Standard Size / Infantry Squad Battle Course (ISBC) 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  ISBC= 6 SATs / 1 MATs / 20 SITs / 6 MITs                 
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar) 20 per range $9.63 SF 1,240 SF per Range 1.23 1.00  $                   14,687.68 EA
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 20 EA per Range 1.10 1.00  $                   11,099.00 EA
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 20 EA per Range 1.10 1.00  $                     7,975.00 EA
66/2 SAT Emplacement (468 SF concrete x 12″ thick with Rebar) 6 per Range $11.77 SF 2,808 SF per Range 1.23 1.00  $                   40,651.70 EA
51/3 MAT Emplacement 200M (200 M x 1 M = 2,152 SF) 12″ concrete wall  $20.25 SF 2,152 SF per Range 1.12 1.00  $                   48,807.36 EA
51/3 MIT Emplacement 15M (15 M x 0.5 M = 80.7 SF 12″ concrete wall  $20.25 SF 484 SF per Range 1.12 1.00  $                   10,981.66 EA
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 13 EA per Range 1.10 1.00  $                   13,156.00 EA
58/6 Trolleyway, 1 Ton, 656 ft / MAT  49 LF /MIT $21.10 LF 950 LF per Range 1.04 1.00  $                   20,846.80 EA
58/6 Trolley, Motorized, 0.5 ton, 1 per MAT / MIT $3,227.50 EA 7 EA per Range 1.04 1.00  $                   23,496.20 EA
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 13 EA per Range 1.10 1.00  $                   16,087.50 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT, MIT, SIT) $145.58 EA 138 EA per Range 1.10 1.00  $                   22,099.04 EA
54/2 Underground Wiring, 2″, plastic duct, 5,105 FT Average Distance, plus excavation and backfill $19.62 LF 111,520 LF per Range 1.10 1.00  $             2,406,824.64 EA
93410 Trail Grading, Fine Grading for Roadways, Base Course 2,392 SY $1.20 SY 2,392 SY per Range 0.9405    $                     2,699.55 EA
93210 Bank run gravel, Spread, 9,225 CY per Range $48.60 CY 9,225 CY per Range 0.9405    $                421,649.32 EA
66/2 Machine gun bunker (144 SF concrete x 8″ with rebar), 5 per range $9.63 SF 720 SF per Range 1.23 1.00  $                     8,528.33 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $             3,069,589.77 EA
     PUC with Military Construction Premium      1.0486  $             3,218,670.54 EA
 
FAC  1776 Urban Combat Training Range UM =  EA TC 25-8 Standard Size / Urban Assault Course (UAC) 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 SIT Emplacement (62 SF concrete x 8″ thick, with Rebar), 26 per range $9.63 SF 1,612 SF per Range 1.23 1.00  $                   19,093.98 EA
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 26 EA per Range 1.10 1.00  $                   14,428.70 EA
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 26 EA per Range 1.10 1.00  $                   10,367.50 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT, MIT, SIT) $145.58 EA 104 EA per Range 1.10 1.00  $                   16,654.35 EA
54/2 Underground Wiring, 2″, plastic duct, 8,150 LF, plus excavation and backfill $19.62 LF 8,105 LF per Range 1.10 1.00  $                174,922.11 EA
85110 8″ Thick Reinforced Concrete Roadway, 897 SY per Range $62.00 SY 897 SY per Range 0.9405    $                   52,303.76 EA
85110 Road, Asphalt, 3″ thick  $19.60 SY 1,435 SY per Range 0.9405    $                   26,451.89 EA
14/22 Shoothouse, Reinforced concrete (Armory, CDS) 12 EA, 600 SF $48.50 SF 7,200 SF per Range 1.22 1.00  $                426,024.00 EA
93410 Total Berm, 500 M x 2 M x 3 M = 3923 CY / Backfill & compaction $8.70 CY 3,923 CY per Range 0.9405    $                   32,098.62 EA
66/2 Machine gun bunker (144 SF concrete x 8″ with rebar), 4 per Range $9.63 SF 576 SF per Range 1.23 1.00  $                     6,822.66 EA
93210 Bank run gravel, Spread, 4622 cubic yards per UAC $48.60 CY 4,622 CY per Range 0.9405    $                211,258.88 EA
17/31 Urban Cluster / Bank Barn, 2 Story (20′ x 20′) , Class D, Low Cost,  3 EA  Buildings (Use Class C Multiplier) $21.15 SF 1,200 SF per Range 1.16 0.97  $                   28,607.57 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $             1,019,034.02 EA
     PUC with Military Construction Premium      1.0821  $             1,102,718.26 EA
 
FAC  1777 Convoy Live Fire Range (CLFR)  UM =  FP TC 25-8 Standard Size / Convoy Live Fire Range 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  FP for CLFR= 2 SATs / 2 MATs / 9 SITs / 1 MITs                 
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar),  9 per FP $9.63 SF 558 SF per FP 1.23 1.00  $                     6,609.45 FP
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 9 EA per FP 1.10 1.00  $                     4,994.55 FP
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 9 EA per FP 1.10 1.00  $                     3,588.75 FP
66/2 SAT Emplacement (468 SF concrete x 12″ thick with Rebar), 2 per FP $11.77 SF 936 SF per FP 1.23 1.00  $                   13,550.57 FP
51/3 MAT Emplacement 200 M (200 M x 1 M = 2,152 SF), 12″ concrete wall  $20.25 SF 4,304 SF per FP 1.12 1.00  $                   97,614.72 FP
51/3 MIT Emplacement 15 M (15 M x 0.5 M = 80.7 SF), 12″ concrete wall  $20.25 SF 80.7 SF per FP 1.12 1.00  $                     1,830.28 FP
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 5 EA per FP 1.10 1.00  $                     5,060.00 FP
58/6 Trolleyway, 1 Ton, 656 LF / MAT,  49 LF / MIT $21.10 LF 1,361 LF per FP 1.04 1.00  $                   29,865.78 FP
58/6 Trolley, Motorized, 0.5 ton, 1 per MAT / MIT $3,227.50 EA 3 EA per FP 1.04 1.00  $                   10,069.80 FP
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 5 EA per FP 1.10 1.00  $                     6,187.50 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT, MIT, SIT) $145.58 EA 46 EA per FP 1.10 1.00  $                     7,366.35 FP
54/2 Underground Wiring, 2″, plastic duct, plus excavation and backfill $19.62 LF 13,582 LF per FP 1.10 1.00  $                293,126.72 FP
93410 Trail Grading, Fine Grading for Roadways, Base Course 1435 SY $1.20 SY 1,435 SY per FP 0.9405    $                     1,619.50 FP
93410 Total Berm, 6,552 M x 2M x 1 M = 17,139 CY / Backfill & compaction $8.70 CY 17,139 CY per FP 0.9405    $                140,234.05 FP
93210 Bank run gravel, Spread, 431 CY per Range $48.60 CY 431 CY per FP 0.9405    $                   19,699.82 FP
17/31 Urban Cluster / Bank Barn, 2 Story (20′ x 20′), Class D Low Cost x 2 EA Buildings (Use Class C cost multiplier) $21.15 SF 1,600 SF per FP 1.16 0.97  $                   38,143.43 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                679,561.28 FP
     PUC with Military Construction Premium      1.0486  $                712,565.53 FP
 
FAC  1781 Live Hand Grenade Range UM =  FP TC 25-8 Standard Size / Live Hand Grenade Familiarization Range 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
93210 Bank run gravel, Spread, 205 CY per FP $48.60 CY 205 CY per FP 0.9405    $                     9,370.20 FP
66/2 Throwing Bay (160 SF concrete x 8″ with Rebar) $9.63 SF 160 SF per FP 1.23 1.00  $                     1,895.18 FP
66/2 Blast Wall 50M (50 M x 3 M= 1,614 SF), 12″ concrete wall  $11.77 SF 1,614 SF per FP 1.23 1.00  $                   23,366.04 FP
93410 Total Berm, 60 M x 3 M x 1 M = 235 CY yds / Backfill & compaction $8.70 CY 235 CY per FP 0.9405    $                     1,922.81 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                   34,631.42 FP
     PUC with Military Construction Premium      1.0486  $                   36,313.37 FP
 
FAC  1782 Engineer Qualification Range (EQR) UM =  FP RPCS Standard Size 10 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  FP for EQR= 2 SATs / 9 SITs                 
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar), 9 per FP $9.63 SF 558 SF per FP 1.23 1.00  $                     6,609.45 FP
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 9 EA per FP 1.10 1.00  $                     4,994.55 FP
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 9 EA per FP 1.10 1.00  $                     3,588.75 FP
66/2 SAT Emplacement (468 SF concrete x 12″ thick with Rebar), 2 Per FP $11.77 SF 936 SF per FP 1.23 1.00  $                   13,550.57 FP
51/3 MIT Emplacement 15 M (15 M x 0.5 M = 80.7 SF), 12″ concrete wall  $20.25 SF 80.7 SF per FP 1.12 1.00  $                     1,830.28 FP
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 2 EA per FP 1.10 1.00  $                     2,024.00 FP
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 2 EA per FP 1.10 1.00  $                     2,475.00 FP
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per SIT) $145.58 EA 46 EA per FP 1.10 1.00  $                     7,366.35 FP
54/2 Underground Wiring, 2″, plastic duct, plus excavation and backfill $19.62 LF 2,753 LF per FP 1.10 1.00  $                   59,415.25 FP
93410 Trail Grading, Fine Grading for Roadways, Base Course 1435 SY $1.20 SY 1,435 SY per FP 0.9405    $                     1,619.50 FP
93410 Total Berm, 6,552 M x 2 M x 1 M = 17,139 CY, Backfill & compaction $8.70 CY 17,139 CY per FP 0.9405    $                140,234.05 FP
93210 Bank run gravel, Spread, 431 CY per Range $48.60 CY 431 CY per FP 0.9405    $                   19,699.82 FP
17/31 Urban Cluster / Bank Barn, 2 Story (20′ x 20′), Class D, Low Cost x 6 Buildings (Use Class C multiplier) $21.15 SF 4,800 SF per FP 1.16 0.97  $                114,430.28 FP
66/2 Machine gun bunker (144 SF concrete x 8″ with rebar), 4 per FP $9.63 SF 576 SF per FP 1.23 1.00  $                     6,822.66 FP
66/2 Blast Wall 100 M2 (50 M x 2 M x 2 EA = 2152.8 SF), 12″ concrete wall  $11.77 SF 2,153 SF per FP 1.23 1.00  $                   31,166.30 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                377,837.85 FP
     PUC with Military Construction Premium      1.0486  $                396,188.30 FP
 
FAC  1783 Light Demolition and Flame Training Range UM =  FP TC 25-8 Standard Size / Light Demolition Range 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 Missile Proof Shelter (2,896 SF concrete x 8″ with rebar) $9.63 SF 2,896 SF per FP 1.23 1.00  $                   34,302.83 FP
66/2 Blast Wall 50 M (100 M x 3 M = 3,229 SF), 12″ concrete wall  $11.77 SF 3,229 SF per FP 1.23 1.00  $                   46,749.02 FP
66/2 Steel / Timber Cutting Chamber x 2 EA (40 LF x 40 LF x 5 LF), 12″ concrete   $11.77 SF 2,153 SF per FP 1.23 1.00  $                   31,169.20 FP
93410 Total Berm, 260 M x 3 M x 2 M  / Backfill & compaction $8.70 CY 2,040 CY per FP 0.9405    $                   16,691.61 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                   81,051.85 FP
     PUC with Military Construction Premium      1.0486  $                   84,988.29 FP
 
FAC  1790 Miscellaneous Training Facility UM =  EA RPCS Standard Size 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  Miscellaneous Training Facility = 6 SITs and 2 SATs                
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar), 6 per range $9.63 SF 372 SF per Range 1.23 1.00  $                     4,406.30 EA
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 6 EA per Range 1.10 1.00  $                     3,329.70 EA
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 6 EA per Range 1.10 1.00  $                     2,392.50 EA
66/2 SAT Emplacement (468 SF concrete x 12″ thick, with Rebar), 2 per Range $11.77 SF 936 SF per Range 1.23 1.00  $                   13,550.57 EA
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 2 EA per Range 1.10 1.00  $                     2,024.00 EA
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 2 EA per Range 1.10 1.00  $                     2,475.00 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per SIT) $145.58 EA 34 EA per Range 1.10 1.00  $                     5,444.69 EA
54/2 Underground Wiring, 2″, plastic duct, plus excavation and backfill $19.62 LF 905 LF per Range 1.10 1.00  $                   19,531.71 EA
93410 Trail Grading, Fine Grading for Roadways, Base Course 1,913 SY $1.20 SY 1,913 SY per Range 0.9405    $                     2,158.96 EA
93410 Total Berm, 400 M x 2 M x 1 M = 1,046 CY, Backfill & compaction $8.70 CY 1,046 CY per Range 0.9405    $                     8,558.54 EA
93210 Bank run gravel, Spread, 628 CY per Range $48.60 CY 628 CY per Range 0.9405    $                   28,704.15 EA
17/31 Urban Cluster / Bank Barn, 2 Story (20′ x 20′), Class D, Low Cost x 2 Buildings (Use Class C multiplier) $21.15 SF 800 SF per Range 1.16 0.97  $                   19,071.71 EA
66/2 Machine gun bunker (144 SF concrete x 8″ with rebar), 2 per Range $9.63 SF 288 SF per Range 1.23 1.00  $                     3,411.33 EA
  FAC 1790 is a collection of 65 CATCODEs.  Components for this model represent an average of these facilities.           SUM  $                115,059.17 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.      PUC with Military Construction Premium      1.0486  $                120,647.24 EA
 
 
FAC  1791 Aircraft Weapons Calibration Range UM =  EA TC 25-8 Standard Size / Boresight, Screening and Harmonization Range (BSHR) 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  BSHR = 8 SATs / 8 SITs                 
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar,  8 per range $9.63 SF 496 SF per Range 1.23 1.00  $                     5,875.07 EA
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 8 EA per Range 1.10 1.00  $                     4,439.60 EA
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 8 EA per Range 1.10 1.00  $                     3,190.00 EA
66/2 SAT Emplacement (468 SF concrete x 12″ thick with Rebar) 8 per Range $11.77 SF 3,744 SF per Range 1.23 1.00  $                   54,202.26 EA
54/1 Service Switchgear, 200 Amps, Light Commercial $920.00 EA 8 EA per Range 1.10 1.00  $                     8,096.00 EA
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 8 EA per Range 1.10 1.00  $                     9,900.00 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT, MIT, SIT) $145.58 EA 72 EA per Range 1.10 1.00  $                   11,529.94 EA
54/2 Underground Wiring, 2″, plastic duct, plus excavation and backfill $19.62 LF 4,248 LF per Range 1.10 1.00  $                   91,680.34 EA
93410 Trail Grading, Fine Grading for Roadways, Base Course 1913 SY $1.20 SY 1,913 SY per Range 0.9405    $                     2,158.96 EA
85110 Concrete Pad, 40 FT x 40 FT,  8″ reinforced  $62.00 SY 178 SY per Range 0.9405    $                   10,366.16 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                201,438.33 EA
     PUC with Military Construction Premium      1.0486  $                211,221.58 EA
 
FAC  1792 Attack Helicopter Weapons Range UM =  EA TC 25-8 Standard Size / Aerial Gunnery Range  (AGR) 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022:
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
  AGR = 50 SATs / 8 MATs / 246 SITs / 35 MITs                 
66/2 SIT Emplacement (62 SF concrete x 8″ thick with Rebar), 246 per range $9.63 SF 15,252 SF per Range 1.23 1.00  $                180,658.41 EA
54/1 Service Switchgear, 100 Amps, Light Commercial (SITs) $504.50 EA 246 EA per Range 1.10 1.00  $                136,517.70 EA
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps (SITs) $362.50 EA 246 EA per Range 1.10 1.00  $                   98,092.50 EA
66/2 SAT Emplacement (468 SF concrete x 12″ thick w/Rebar) 50 per range $11.77 SF 23,400 SF per Range 1.23 1.00  $                338,764.14 EA
51/3 MAT Emplacement 200 M (200 M x 1 M= 2,152 SF), 12″ concrete wall  $20.25 SF 17,216 SF per Range 1.12 1.00  $                390,458.88 EA
51/3 MIT Emplacement 15 M (15 M x 0.5 M = 80.7 SF), 12″ concrete wall  $20.25 SF 2,825 SF per Range 1.12 1.00  $                   64,059.66 EA
54/1 Service Switchgear, 200 Amps, Light Commercial (SATs, MATs, & MITs) $920.00 EA 93 EA per Range 1.10 1.00  $                   94,116.00 EA
58/6 Trolleyway, 1 Ton, 656 LF / MAT  49 FT /MIT $21.10 LF 6,963 LF per Range 1.04 1.00  $                152,796.07 EA
58/6 Trolley, Motorized, 0.5 ton, 1 per MAT / MIT $3,227.50 EA 43 EA per Range 1.04 1.00  $                144,333.80 EA
54/1 Circuit Breaker, 240-480 Volts, 125 – 250 Amps $1,125.00 EA 93 EA per Range 1.10 1.00  $                115,087.50 EA
54/3 Outlet, Rigid Conduit, Average, with Ground Fault Interrupter (5 per SAT; 4 per MAT, MIT, SIT) $145.58 EA 1,406 EA per Range 1.10 1.00  $                225,154.03 EA
54/2 Underground Wiring, 2″, plastic duct, plus excavation and backfill $19.62 LF 29,527 LF per Range 1.10 1.00  $                637,251.71 EA
93410 Trail Grading, Fine Grading for Roadways, Base Course 10,525 SY $1.20 SY 10,525 SY per Range 0.9405    $                   11,878.24 EA
93410 Total Berm, 2540 M x 2 M x 1 M = 6644 CY; Backfill & compaction $8.70 CY 6,644 CY per Range 0.9405    $                   54,362.28 EA
93210 Bank run gravel, Spread, 1569 CY per Range $48.60 CY 1,569 CY per Range 0.9405    $                   71,714.66 EA
17/31 Urban Cluster / Bank Barn, 2 Story (20′ x 20′), Class D, Low Cost x 13 Buildings (Use Class C multiplier) $21.15 SF 5,200 SF per Range 1.16 0.97  $                123,966.14 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $             2,839,211.73 EA
     PUC with Military Construction Premium      1.0821  $             3,072,371.04 EA
 
FAC  1794 Air Defense Range UM =  FP TC 25-8 Standard Size / Air Defense Firing Range 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 Vehicle Battle Position – Defilade (481 SF concrete x 12″ thick with Rebar) $11.77 SF 481 SF per FP 1.23 1.00  $                     6,963.49 FP
93410 Berm, 90 M x 2 M x 3 M = 706 CY, Backfill & compaction $8.70 CY 706 CY per FP 0.9405    $                     5,776.61 FP
93210 Bank run gravel, Spread, 327 CY per range $48.60 CY 82 CY per FP 0.9405    $                     3,736.57 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                   12,740.09 FP
     PUC with Military Construction Premium      1.0486  $                   13,358.84 FP
 
FAC  1795 Unenclosed Fire Fighter Trainer Facility  UM =  SF Design Size 10,000 Source Marshall and Swift Valuation, October 2021
USACE PAX Newsletter 3.2.2, 25 May 2022
Section TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
15/29 Fire Training Tower (Add 45% for thermal insulated tiles)  $                          21.50 CF 214.96 CF to SF 1.24 1.00  $                        266.55 SF
66/11  Polyethylene chamber water detention system, complete, 5,000 GA  $                             2.02 GA 1.01 GA to EA 1.20 1.00  $                             1.21 SF
83210 Stormwater drainage pond, 1/8 AC  $                   25,870.00 EA 2.59 EA to SF 0.9405    $                             2.43 SF
              SUM  $                        270.20 SF
                  PUC  $                        270.20 SF
             PUC with Military Construction Premium      1.0821  $                        292.39 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) UFC 4-179-01, “Design Navy Firefighting Schools;” and, National Fire Protection Association (NFPA) 1402, “Guide to Building Fire Service Training Centers,” provide general guidance for Fire and Rescue Training Facilities. 
Building construction material Neither NFPA 1402 nor UFC 4-179-01 limit the choice of materials, masonry (brick, cast-in-place, tilt-up concrete) with steel structural members are described.  
Facility size The design size for this FAC is 17,000 SF.  NFPA 1402 recommends a minimum facility size of 20 FT x 20 Ft with 4 stories of 10 ft height each.  Incorporating the training spaces listed in the UFC, a facility size of 50 ft x 50 ft, with 10 ft floor heights and 4 floors has been chosen as the basis of the PUC. 
Fire suppression system type, quality, and coverage NFPA 1402 recommends no sprinkler system as repetitive use of extinguishing chemicals, recycled water used in the training process and smoke particulates will render the sprinklers unserviceable .
 
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.
UFC 4-179-01 and NFPA 1402 describe the need for recovery, holding, and separation of water runoff prior to discharge to the local wastewater treatment process .  A detention/settlement chamber system and pond has been added to the unit cost.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.
 
Established standard for components or materials  No UFC criteria exist for component material. 
Documentation for proposed business rules reflecting DoD established practices for components or materials   • M&S Selection Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 4-179-01, “Design: Navy Firefighting School Facilities,” 16 January 2004
NFPA 1402, “Guide to Building Fire Service Training Centers,” 2019 Edition
 
FAC  1796 Urban Combat Training Area, Non-Fire UM =  SF RPAD Average Size 72,868 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
17/31 Urban Cluster (Bank Barn, 2-Story – Special Purpose), 30 FT x 30 FT), Class D, Low Cost x 4 Buildings $21.15 SF     1.16 0.97  $                          23.84 SF
51/3 Slab on Grade, 6″ reinforced $5.29 SF     1.12 1.00  $                             5.92 SF
14/22 Structure, Reinforced concrete (Armory, Class CDS) 12 EA, 1800 SF $48.50 SF     1.22 1.00  $                          59.17 SF
                Weighted Average  $                          52.80 SF
54/1 Service Switchgear, 100 Amps, Light Commercial $504.50 EA 0.025 EA per SF 1.10 1.00  $                          13.87 SF
54/1 Circuit Breaker, 240-480 Volts, 20-60 Amps $362.50 EA 0.025 EA per SF 1.10 1.00  $                             9.97 SF
54/2 Underground Wiring, 2″, plastic duct, plus excavation and backfill, 2,400 LF total $19.62 LF 0.12 LF per SF 1.10 1.00  $                             2.64 SF
85110 8″ Thick Reinforced Concrete Roadway, 2,200 SY $62.00 SY 1.01 SY per SF 0.9405    $                          58.89 SF
85110 Road, Asphalt, 3″ thick, 1500 SY $19.60 SY 0.69 SY per SF 0.9405    $                          12.72 SF
51/2 Utility tunnel, 3″-5″ wall, medium soil, 5 FT x 7 FT cross-section, 504 LF $25.50 CF 0.90 CF to SF 1.12 1.00 $25.70 SF
66/2 Machine gun bunker (144 SF concrete x 8″ w/rebar), 4 EA $9.63 SF 0.22 EA per SF 1.23 1.00  $                             2.61 SF
93210 Bank run gravel, Spread, 4,622 CY per Range $48.60 CY 0.22 CY per SF 0.9405    $                             9.92 SF
93410 Backfill & compaction, 2,020 CY $8.70 CY 0.10 CY per SF 0.9405    $                             0.84 SF
              SUM  $                        189.97 SF
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           PUC  $                        189.97 SF
     PUC with Military Construction Premium      1.0821  $                        205.57 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria FAC 1796 design criteria is found in the United States Army Training Circular (TC) 25-8.   
   
Building construction material • Selection of material per PAX newsletter
• See “Range Business Rules” and “Marshall and Swift Selection Business Rules” for type of materials.
Facility size There are 362 FAC 1796 assets, with an average size of 78,583 SF, in the 2021 RPAD. 
This FAC aggregates 7 CATCodes (1 AF, 5 Army, and 1 Navy).  Included category codes 17901 (Combined Arms Collective Training Facility) and 17996 (Collective Training Facility) are representative of the urban combat training area and have notional designs in TC 25-8 on which to base a representative design/cost estimate.
Each category code represents an urban training facility with between 16 and 24 buildings of various types, a tunnel/sewer system, and human urban targets, stationary infantry targets and stationary armor targets.  All buildings and target areas have CCTV cameras (100% coverage).  Live ballistic fire is prohibited on this facility; pyrotechnics are not authorized for the tunnel/sewer area.   
Fire suppression system type, quality, and coverage The USACE Engineering and Support Center, Huntsville (HNC) Range and Training Land Program (RTLP) “Program Information” section states “fire detection and protection are not typically required in Standard Range Facilities by either National Fire Protection Association (NFPA) 101, Life Safety Code; or UFC 3-600-01, “Fire Protection Engineering for Facilities.”
Inclusion of a loading dock or similar ancillary feature No specific requirement exists for the incorporation of a loading dock; while there is no criteria, an engineering analysis would be performed during the design phase, based upon the topography of the surrounding access streets, expected delivery methods, throughput, ordnance equipment size. 

Inclusion and capacity of overhead cranes No specific requirement exists for the incorporation of an overhead crane; while there is no criteria, an engineering analysis would be performed during the design phase, based upon the topography of the surrounding access streets, expected delivery methods, throughput, ordnance equipment size. 

Established standard for components or materials  Limited established standards exist, as explained above, with a situation- and site-specific design required.
Documentation for proposed business rules reflecting DoD established practices for components or materials   • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
• Range Business Rules
Footnotes The USACE HNC RTLP Fact Sheet, August 2021.
The USACE HNC RTLP, Program Information, https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.
U.S. Army TC 25-8, “Training Ranges,” 2 November 2021                                                                                                                                                                                                                                                                                                                                                                           
 
FAC  1797 Hand Grenade Range, Non-Firing UM =  FP TC 25-8 Standard Size / Hand Grenade Qualification Course 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 2-man fighting position (104 SF concrete x 8″ with Rebar) $9.63 SF 104 SF per FP 1.23 1.00  $                     1,231.87 FP
66/2 Machine gun bunker (144 SF concrete x 8″ with Rebar), 2 per FP $9.63 SF 288 SF per FP 1.23 1.00  $                     3,411.33 FP
93410 Target Berm, 1 M x 1 M x 2 M (2.6 CY), 4 targets/lane, Backfill & Compaction, 12″ Layers $8.70 CY 10.4 CY per FP 0.9405    $                          85.10 FP
93410 Berm, 40 M x 1 M x 2 M = 104 CY, Backfill & Compaction, 12″ Layers $8.70 CY 26 CY per FP 0.9405    $                        212.74 FP
93210 Bank Run Gravel, Spread, 104 CY per berm $48.60 CY 26 CY per FP 0.9405    $                     1,188.42 FP
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                     6,129.45 FP
     PUC with Military Construction Premium      1.0486  $                     6,427.14 FP
 
FAC  1798 Infiltration Course, Live Fire UM =  EA TC 25-8 Standard Size / Infiltration Course 1 Source Marshall & Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022;
TC 25-8 Training Ranges, 2 November 2021;
USACE Range Design Guide
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
66/2 Blast Wall 360 M (360 M x 2 M = 7,750 SF), 12″ concrete wall  $11.77 SF 7,750 SF per Range 1.23 1.00  $                112,197.64 EA
66/2 Machine gun bunker (144 SF concrete x 8″ with rebar), 3 per Range $9.63 SF 432 SF per Range 1.23 1.00  $                     5,117.00 EA
93410 Total Berm, 360 M x 2 M x 2 M = 1,883 CY / Backfill & compaction $8.70 CY 1,883 CY per Range 0.9405    $                   15,407.37 EA
93210 Bank run gravel, Spread, 205 CY per Range $48.60 CY 205 CY per Range 0.9405    $                     9,370.20 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.           SUM  $                142,092.20 EA
     PUC with Military Construction Premium      1.0486  $                148,993.20 EA
 
FAC  1799 Confidence/Obstacle Course UM =  EA Design Size 1 Source: Marshall and Swift Valuation, October 2021
Section/ CATCODE Component Unit Cost Units Conversion Current Cost Multiplier   Cost  
51/2 Cut/fill/compact: track between obstacles, medium earth = 17 * 30 YD x 6 YD = 3,060 SY * 2/3 YD average depth = 2,040 CY $7.05 CY 2,040 CY  1.12    $                   16,107.84 EA
66/8 Soil preparation, Fine grading running track, Average $0.29 SF 27,540 SY to SF 1.23    $                     9,823.52 EA
51/2 Stabilize running track, geotextile fabric $2.91 SY 3,060   1.12    $                     9,956.02 EA
66/8 Mulch, running track, Average $0.45 SF 27,540 SY to SF 1.23    $                   15,243.39 EA
51/7 18 stations, wood pole frames, 12″- 14″, average of 4 EA, 20 FT = 1,440 LF each station $30.20 LF 1,440 LF 1.15    $                   50,011.20 EA
51/7 18 stations, wood beams and columns, 4″x4″, average of 14 each, 10 FT, 2,520 LF each station $5.40 LF 2,520 LF 1.15    $                   15,649.20 EA
              SUM  $                116,791.16 EA
The Range Design Guide is a web-based tool that replaced the range design manuals.  Refer to https://www.hnc.usace.army.mil/Missions/Installation-Support-and-Programs-Management/Range-and-Training-Land-Program/Range-Design-Guide/.   Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
  Divided by 2022 DoD ACF for Arlington, VA 1.06  
Note:  Layout of obstacle course from FM 7-22, “Army Physical Readiness Training,” October 2020; and AFI 36-2202, “Air Force Obstacle Course Program,” 07 August 2007.           PUC  $                116,791.16 EA
        PUC with Military Cost Premium 1.0486  $                122,463.36 EA
 
FAC  2111 Aircraft Maintenance Hangar UM =  SF RPAD Average Size                        30,220 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment Adjusted Cost
GUC Maintenance Hangars: General Purpose, Low-Mid Bay, Up to 40 FT  High                          110,000  $               393.00     NA;  GUCs are as of October 2021  $                        393.00 SF
              PUC  $                        393.00 SF
 
FAC  2112 Aircraft Maintenance Shop UM =  SF RPAD Average Size 11,209 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/14 Industrial, Light Manufacturing, Class B, Average (Excellent rating not available) (Deduct $2.40/SF for no included elevator)  $                          77.60 SF     1.05    $                          81.48 SF
14/16 Industrial, Engineering Building, Class B, Excellent, including elevator (Deduct $4.14 / SF for no included elevator)  $                        182.86 SF     1.05    $                        192.00 SF
14/29 Maintenance Hangar, Class C, Excellent (Class B not available), including craneway, no elevator  $                        124.00 SF     1.05    $                        130.20 SF
                Average of three Building types  $                        134.56 SF
53/12 Air foam fire extinguishing system, high expansion, 15,000 CFM  $                   11,400.00 EA 0.000089 EA to SF 1.04    $                             1.06 SF
58/6 Bridge crane, 10 ton, 50 FT span   $                141,000.00 EA 0.000089 EA to SF 1.02    $                          12.83 SF
14/37 Sprinkler, Early Suppression Fast Response system and pump  $                             2.01 SF     1.05    $                             2.11 SF
14/37 Sprinkler, 10,000 SF, Wet System, Excellent  $                             4.79 SF     1.05    $                             5.03 SF
              SUM  $                        155.59 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        158.47 SF
            PUC with Military Cost Premium 1.1932  $                        189.09 SF
            Inflated from FY21 to FY22   1.0834  $                        204.86 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 4-211-01, Aircraft Maintenance Hangars”: Type I, Type II and Type III 
Building construction material UFC 4-211-01N provides design guidance for materials.
The Marshall and Swift Maintenance Hangar is consistent with the UFC material criteria.
Applying the Marshall and Swift Selection Business Rule, this FAC is Marshall & Swift Class B, Excellent Quality.
Facility size The average area for this FAC is 11,209 SF.
The Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage International Building Code Group B
UFC 4-211-01 directs use of both a high level wet sprinkler as well as a low level foam system.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.
The average number of floors is 1.3, yielding no elevators for the number of occupants, applying the Elevator Business Rule. 

Inclusion and capacity of overhead cranes UFC 4-211-01 design criteria calls for a 5-ton overhead bridge crane in Type I and Type IV hangars and a 7-ton crane in Type II hangars.  The craneway is included in the Marshall and Swift Class C/Excellent unit price.  A 10-ton bridge crane is included in the PUC valuation.
 
Established standard for components or materials  Criteria for components and materials are included in UFC 4-211-01.
Documentation for proposed business rules reflecting DoD established practices for components or materials   • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 4-211-01, “Aircraft Maintenance Hangars,” 13 April 2017, with Change 3, 20 April 2021 (Section 3)
 
FAC  2113 Aircraft Corrosion Control Hangar UM =  SF RPAD Average Size                        17,874 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Hangars: Aircraft Corrosion Control Maintenance                             46,000  $               804.00     NA;  GUCs are as of October 2021  $                        804.00 SF
              PUC  $                        804.00 SF
                       
FAC  2114 Aircraft Engine Test Building UM =  SF RPAD Average Size                          8,776 Source USACE PAX Newsletter 3.2.2, 04 January 2011
CATCODE Description Reference Size Unit Cost Conversion Inflation Adjustment by MILCON Index Adjusted Cost
21140 Aircraft Engine Test facility                             26,000  $               229.00     1.4126 $323.48 SF
              PUC $323.48 SF
 
FAC  2115 Aircraft Maintenance Hangar, Depot UM =  SF RPAD Average Size                        86,476 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Hangars: High Bay Maintenance – Large, Over 40 FT High (> 100,000 SF)                           180,000  $               432.00     NA;  GUCs are as of October 2021  $                        432.00 SF
              PUC  $                        432.00 SF
 
FAC  2116 Aircraft Maintenance Shop, Depot UM =  SF RPAD Average Size                        18,604 Source USACE PAX Newsletter 3.2.2, 24 July 2014
CATCODE Description Unit Cost Reference Size   Inflation Adjustment by MILCON Index Adjusted Cost
21120 Aircraft Component Repair Shop (Machine Shop)  $                        267.67                   32,000     1.2561 $336.23 SF
                  PUC $336.23 SF
 
FAC  2118 Aircraft Engine Test Facility UM =  EA RPAD Average Size 1.2 Source USACE PAX Newsletter 3.2.2, 04 January 2011
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
21140 Aircraft Engine Test facility  $                        229.00                   26,000                          9,558 SF to EA 1.4126 $3,091,819.99 EA
  Average size extracted from 2021 RPAD (212 assets); average length = 117.7 LF; average width = 81.3 LF.           PUC $3,091,819.99 EA
 
FAC  2121 Missile Maintenance & Assembly Building UM =  SF RPAD Average Size 11,383 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/15 Industrial, Heavy (Process) Manufacturing, Class A, Average, including craneway, HVAC and elevator  (Deduct $2.51 / SF for no included elevator)  $                        161.49 SF      $                 161.49 1.01  $                        163.10 SF
14/37 Sprinkler, 10,000 SF, Dry System, Average  $                             4.38 SF      $                      4.38 1.01  $                             4.42 SF
14/37 Add 15% for Hazard occupancy sprinkler  $                             0.66 SF      $                      0.66 1.01  $                             0.66 SF
14/37 Add Early Suppression Fast Response (ESFR) sprinkler and pump  $                             2.01 SF      $                      2.01 1.01  $                             2.03 SF
58/6 Bridge Crane, 10 ton, span = 75 ft  $                177,000.00 EA   per UM  $                    15.55 1.02  $                          15.86 SF
55/5 Overhead door, rollup, 2 doors, 9′ X 9′ door (81 SF)  $                          25.90 SF / door 162  for 2 doors   $                      0.37 1.03  $                             0.38 SF
55/5 Door electric operation, 2 doors  $                           2,065 EA 2  per door   $                      0.36 1.03  $                             0.37 SF
65/12 Dock bumpers, 10 LF   $                          58.25 LF 20 for 2 doors  $                      0.10 1.03  $                             0.11 SF
65/12 Dock leveler, hydraulic  $                     9,375.00 EA 2 per UM  $                      1.65 1.03  $                             1.70 SF
65/12 Dock seal, 10″ projection  $                        835.00 EA 2 per UM  $                      0.15 1.03  $                             0.15 SF
65/12 Dock shelter  $                     2,317.50 EA 2 per UM  $                      0.41 1.03  $                             0.42 SF
              SUM  $                        189.21 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        189.21 SF
          PUC with Military Cost Premium       1.1932  $                        225.77 SF
          Inflated from FY 21 PUC 1.0834  $                        244.60 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (UFC 3-101-01, Architecture; and, the UFC 4-200 Maintenance and Production Facilities series) do not provide guidance for this FAC.   
Building construction material No UFC criteria exist for component. material. 
Applying the Marshall and Swift  Selection Business Rule, the FAC is  Marshall & Swift Class A, Average Quality.
Facility size The average area for this FAC is 11,383 SF.
The Occupancy Group assigned is H, Hazard.
Fire suppression system type, quality, and coverage International Building Code Group H
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No specific requirement for a loading dock is found in a UFC.  A reasonable assumption is to include a loading dock based upon the function of this FAC.
The number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time for the specific design.  As general guidance, the Commercial Real Estate Development Association (NAIOP) estimates  the average number of loading docks per square foot of industrial or warehouse is 1 dock per 7,500 sf of floor space.  For this FAC, 2 loading dock assemblies are provided. The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification (UFGS).
The average number of floors is 1.2 yielding no elevator for the maximum number of occupants applying  the Elevator Business Rule.  Since, the Marshall and Swift building selected for this FAC includes elevators as part of the unit price, the elevator cost is deducted from the unit price.
Inclusion and capacity of overhead cranes An overhead crane is provided, applying the Overhead Crane Business Rule.  
Established standard for components or materials  No UFC criteria exist for component material. 
Documentation for proposed business rules reflecting DoD established practices for components or materials   • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 5 January 2021.
UFC 4-200-xx (Series), “Maintenance and Production Facilities,” various dates.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions;” https://www.naiop.org/en/Research/Terms-and-Definitions.
UFGS-11 13 19.13, “Loading Dock Levelers,” 01 August 2009
 
FAC  2123 Missile Launcher Maintenance Support Facility UM =  SF RPAD Average Size 11,147 Source Inflated from FY2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/15 Industrial, Heavy (Process) Manufacturing, Class A, Average, including craneway, HVAC and elevator  (Deduct $2.51 / SF for no included elevator)  $                        161.49 SF      $                 161.49 1.01  $                        163.10 SF
14/37 Sprinkler, 10,000 SF, Dry System, Average  $                             4.38 SF      $                      4.38 1.01  $                             4.42 SF
14/37 Add 15% for Hazard occupancy sprinkler  $                             0.66 SF      $                      0.66 1.01  $                             0.66 SF
14/37 Add Early Suppression Fast Response (ESFR) sprinkler and pump  $                             2.01 SF      $                      2.01 1.01  $                             2.03 SF
58/6 Bridge Crane, 10 ton, span = 75 ft  $                177,000.00 EA   per UM  $                    15.88 1.02  $                          16.20 SF
55/5 Overhead door, rollup, 2 doors, 9′ X 9′ door (81 SF)  $                          25.90 SF door 162 SF  $                      0.38 1.03  $                             0.39 SF
55/5 Door electric operation, 2 doors  $                           2,065 EA 2 EA  $                      0.37 1.03  $                             0.38 SF
65/12 Dock bumpers, 10 LF / door  $                          58.25 LF 20 per LF per UM  $                      0.10 1.03  $                             0.11 SF
65/12 Dock leveler, hydraulic, 2 EA  $                     9,375.00 EA 2 per UM  $                      1.68 1.03  $                             1.73 SF
65/12 Dock seal, 10″ projection, 2 EA  $                        835.00 EA 2 per UM  $                      0.15 1.05  $                             0.16 SF
65/12 Dock shelter, 2 EA  $                     2,317.50 EA 2 per UM  $                      0.42 1.05  $                             0.44 SF
              SUM  $                        189.62 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        189.62 SF
          PUC with Military Cost Premium       1.1932  $                        226.26 SF
          Inflated from FY 21 PUC 1.0834  $                        245.13 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (UFC 3-101-01, Architecture; and, UFC 4-200, Maintenance and Production Facilities) do not provide guidance for this FAC.  

Building construction material No UFC criteria exist for component material. 
Applying the Marshall and Swift Selection Business Rule, the FAC is Marshall & Swift Class A, Average Quality.
 
Facility size The average area for this FAC is 11,147 SF in the 2020 RPAD.
The Occupancy Group assigned is H, Hazard.
Fire suppression system type, quality, and coverage International Building Code Group H
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No specific requirement for a loading dock is found in a UFC.  A reasonable assumption is to include a loading dock based upon the function of this FAC.
The number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time for the specific design.  As general guidance,  the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse averaging 1 dock per 7,500 SF of floor space.  For this FAC, 2  loading dock assemblies are provided.  
The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification (UFGS).
The average number of floors is 1.1 yielding 0 elevators for the maximum number of occupants applying  the Elevator Business Rule. 

Inclusion and capacity of overhead cranes An overhead crane is provided, applying the Overhead Crane Business Rule.  
Established standard for components or materials  No UFC criteria exist for component material. 
Documentation for proposed business rules reflecting DoD established practices for components or materials   • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 5 January 2021.
UFC 4-200-xx (Series), “Maintenance and Production Facilities,” various dates.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions;” https://www.naiop.org/en/Research/Terms-and-Definitions.
UFGS-11 13 19.13, “Loading Dock Levelers,” 01 August 2009
 
FAC  2124 Missile Test Tower UM =  EA Design Footprint 14,400 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
67/6 100′ Tower, Self Supporting, High Cost  $                   74,000.00 EA     1.02    $                   75,480.00 EA
66/2 Concrete, 12″, bar reinforced   $                          11.77 SF                        14,400 SF to EA 1.02    $                172,877.76 EA
58/6 Trolleyway, 7.5 Tons, High Cost; Assume 100′ track  $                        125.00 LF 100 LF to EA 1.02    $                   12,750.00 EA
58/6 Trolley, Geared, 7.5 Tons, High Cost   $                     3,075.00 EA     1.02    $                     3,136.50 EA
                  Sum  $                264,244.26 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                261,797.55 EA
         PUC with Military Construction Premium      1.1234  $                294,091.69 EA
          Inflated from FY 21 PUC 1.0834  $                318,618.93 EA
 
FAC  2125 Missile Maintenance/Assembly Building, Depot UM =  SF RPAD Average Size 33,011 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/15 Industrial, Heavy (Process) Manufacturing, Class A, Average, including craneway, HVAC and elevator (Deduct $2.51 for no included elevator)  $                        161.49 SF      $                 161.49 1.01  $                        163.10 SF
14/37 Sprinkler, 30,000 SF, Dry System, Average  $                             3.61 SF      $                      3.61 1.01  $                             3.65 SF
14/37 Add 15% for Hazard occupancy sprinkler  $                             0.54 SF      $                      0.54 1.01  $                             0.55 SF
14/37 Add Early Suppression Fast Response (ESFR) sprinkler and pump  $                             2.01 SF      $                      2.01 1.01  $                             2.03 SF
58/6 Bridge Crane, 10 ton, span = 75 ft, 2 EA  $                177,000.00 EA   per UM  $                    10.72 1.02  $                          10.94 SF
55/5 Overhead door, rollup, 4 doors, 9′ X 9′ door (81 SF)  $                          25.90 SF / door 324 SF  $                      0.25 1.03  $                             0.26 SF
55/5 Door electric operation, 4 doors  $                           2,065 EA 4  per door   $                      0.25 1.03  $                             0.26 SF
65/12 Dock bumpers, 10 LF/door  $                          58.25 LF 40 for 4 doors  $                      0.07 1.03  $                             0.07 SF
65/12 Dock leveler, hydraulic, 4 EA  $                     9,375.00 EA 4 per UM  $                      1.14 1.03  $                             1.17 SF
65/12 Dock seal, 10″ projection, 4 EA  $                        835.00 EA 4 per UM  $                      0.10 1.03  $                             0.10 SF
65/12 Dock shelter, 4 EA  $                     2,317.50 EA 4 per UM  $                      0.28 1.03  $                             0.29 SF
              SUM  $                        182.42 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        182.42 SF
             PUC with Military Construction Premium      1.1932  $                        217.67 SF
          Inflated from FY 21 PUC 1.0834  $                        235.83 SF
 
FAC  2126 Intercontinental Ballistic Missile Processing Facility UM =  SF RPAD Average Size 33,754 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing, Class A, Average, including craneway, HVAC and elevator (Deduct $2.51 for no included elevator)  $                        161.49 SF      $                 161.49 1.16  $                        187.33 SF
14/37 Sprinkler, 30,000 SF, Dry System, Average  $                             3.61 SF      $                      3.61 1.16  $                             4.19 SF
14/37 Add 15% for Hazard occupancy sprinkler  $                             0.54 SF      $                      0.54 1.16  $                             0.63 SF
14/37 Add Early Suppression Fast Response (ESFR) sprinkler and pump  $                             2.01 SF      $                      2.01 1.16  $                             2.33 SF
58/6 Bridge Crane, 10 ton, span = 75 ft (2 EA)  $                204,000.00 EA 33,754 per UM  $                      6.04 1.04  $                          12.57 SF
55/5 Overhead door, rollup, 4 doors, 9′ X 9′ door  $                          30.63 SF / door 324  for 4 doors   $                      0.30 1.07  $                             0.32 SF
55/5 Door electric operation, 4 doors  $                           2,435 EA 4  per door   $                      0.29 1.07  $                             0.31 SF
65/12 Dock bumpers, Horizontal, 10 LF, 4 EA  $                          58.25 LF 40 for 4 doors  $                      0.07 1.21  $                             0.08 SF
65/12 Dock leveler, hydraulic, 4 EA  $                     9,375.00 EA 4 per UM  $                      1.12 1.21  $                             1.35 SF
65/12 Dock seal, 10″ projection, 4 EA  $                        835.00 EA 4 per UM  $                      0.10 1.21  $                             0.12 SF
65/12 Dock shelter, 4 EA  $                     2,317.50 EA 4 per UM  $                      0.28 1.21  $                             0.33 SF
            SUM  $                       209.56  $                        209.56 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.05  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        207.58 SF
                PUC with Military Cost Premium 1.1932  $                        247.70 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (UFC 3-101-01, “Architecture;” and, UFC 4-200, “Maintenance and Production Facilities”) do not provide guidance for this FAC.   
Building construction material No UFC criteria exist for component. material. 
Applying the M&S Selection Business Rule, the FAC is Marshall & Swift Class A, Average Quality.
Facility size The average area for this FAC is 33,754 SF.
The Occupancy Group assigned is H, High Hazard.
Fire suppression system type, quality, and coverage International Building Code (IBC) Group H.
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No specific requirement for a loading dock is found in a UFC.  A reasonable assumption is to include a loading dock based upon the function of this FAC.
The number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time for the specific design.  As general guidance,  the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse(1 dock per 7,500 SF of floor space.    For this FAC, 2 loading dock assemblies are provided.   The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification (UFGS).
The average number of floors is 1.26 yielding  0 elevator for the maximum number of occupants applying  the Elevator Business Rule. 
Since the Marshall and Swift building selected for this FAC includes elevators as part of the unit price, the elevator must be deducted from the unit price.
Inclusion and capacity of overhead cranes An overhead crane is provided, applying the Overhead Crane Business Rule.  Two craneways are included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exist for component material.
Documentation for proposed business rules reflecting DoD established practices for components or materials   • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 5 January 2021.
UFC 4-200-xx (Series), “Maintenance and Production Facilities,” various dates.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions;” https://www.naiop.org/en/Research/Terms-and-Definitions.
UFGS-11 13 19.13, “Loading Dock Levelers,” 01 August 2009.
IBC, 2021 Edition.
 
FAC  2131 Graving Dry-dock UM =  SF RPAD Average Size                        82,690 Source FY11 Study for CNIC
  Description Unit Price UM     Inflation Adjustment by MILCON Index Adjusted Cost
  Ship Maintenance Dry-dock $1,197.03 SF     1.5288 $1,830.07 SF
              PUC $1,830.07 SF
  2021 RPCS changed FAC title from Shipping Maintenance Dry-dock to Graving Dry-dock.     PUC with Military Cost Premium.  Survey cost data comprised of commercial assets. 1.1504 $2,105.28 SF
PUC is based upon a study conducted for Commander, Naval Installations Command (CNIC) in FY 2011, which appears below in full.    
 
FAC  2132 Marine Railway UM =  EA RPAD Average Size                                  1 Source Inflated from FY2021; Service Reported PRV
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   $                                                                                                      15,572.53         1.0834 $16,871.28 EA
 
FAC  2133 Marine Maintenance Shop UM =  SF RPAD Average Size                        15,620 Source Table 2, UFC 3-701-1, Change 8, 3 February 2021
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Installation Maintenance, General Purpose                             25,000  $               259.00     1.0834  $                        280.60 SF
              PUC  $                        280.60 SF
 
FAC  2134 Marine Maintenance Support Facility UM =  SF RPAD Average Size 14,807 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK     Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/15 Industrial, Heavy (Process) Manufacturing, Class B, Average, including craneways, elevator & HVAC system  $                        155.00 SF      $                 155.00 1.05  $                        162.75 SF
14/37 Sprinkler, 15,000 SF, Dry System, Average  $                             4.08 SF      $                      4.08 1.05  $                             4.28 SF
58/6 Bridge Crane, 10 Ton, Span = 75 FT  $                177,000.00 EA 14,807 per UM  $                    11.95 1.02  $                          12.19 SF
14/27 Loading dock (Shipping Dock),Structural Steel or concrete piers and frame, good lighting, 2 EA @ 144 SF  $                          42.25 SF 288 SF Total  $                      0.82 1.05  $                             0.86 SF
                   SUM   $                        180.09 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
               PUC   $                        183.42 SF
                PUC with Military Cost Premium 1.1290  $                        207.08 SF
          Inflated from FY 21 PUC 1.0834  $                        224.35 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (UFC 3-101-01, Architecture; and UFC 4-200, Maintenance and Production Facilities) do not provide guidance for this FAC.   
Building construction material No UFC criteria exist for component material.
Applying the Marshall and Swift Selection Business Rule, the FAC is Marshall & Swift Class B, Average Quality.
 
Facility size The average area for this FAC is 14,807 SF.
The Occupancy Group assigned is F, Factory.
Fire suppression system type, quality, and coverage International Building Code Group F
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.  Because of the nature of maintenance and assembly work, 2 loading docks have been included.   As general guidance, the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse, averaging 1 dock per 7,500 SF of floor space.  
The guide specification for design of a loading dock is contained in the commercial “Dock Planning Standards.”
The average number of floors is 2.22 yielding 1 elevator for the maximum number of occupants applying  the Elevator Business Rule. 
The Marshall and Swift building selected for this FAC includes elevators as part of the unit price.
Inclusion and capacity of overhead cranes An overhead crane is provided, applying the Overhead Crane Business Rule.  A craneway is included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exist for component material. 
Applicable Business Rules • MILCON Cost Premium Business rule
• Fire Sprinkler Business Rule
• M&S Selection Business Rule
• Overhead Crane Business Rule
• Elevator Business Rule
Footnotes UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 5 January 2021.
UFC 4-200-xx (Series), Maintenance and Production Facilities, various dates.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions;” https://www.naiop.org/en/Research/Terms-and-Definitions.
NOVA Technology International, “Dock Planning Standards,” 2013
 
FAC  2135 Landing Craft Wash Facility UM =  EA RPAD Average Size 4,907 Source USACE PAX Newsletter 3.2.2, 16 May 2016
CATCODE Description Reference Size Unit Cost Conversion Inflation Adjustment by MILCON Index Adjusted Cost
14962 Central Wash Facility, 16 Stations                                       1  $    6,777,000.00     1.1446  $             7,757,037.06 EA
  Average Size from 2020 RPAD (13 Assets):  101.6 FT (length) * 48.3 SF (width) – 4,907 SF           PUC  $             7,757,037.06 EA
 
FAC  2136 Surety Repair Shop UM =  SF RPAD Average Size 20,692 Source Set Equal to FAC 2121
CATCODE Description FAC 2121 PUC       Adjusted Cost
21365 Ship Propulsion Maintenance Facility  $                        244.60          $                        244.60 SF
              PUC  $                        244.60 SF
 
FAC  2137 Fixed Crane Structure UM =  EA Design Size                                  1 Source Inflated from FY2021; Service-provided PRV 
CATCODE Description Reference Size FY21 PUC    Inflation Adjustment by MILCON Index Adjusted Cost
21340 Fixed Crane Structure                                       1  $    6,449,532.48     1.0834  $             6,987,423.49 EA
              PUC  $             6,987,423.49 EA
 
FAC  2141 Vehicle Maintenance Shop UM =  SF RPAD Average Size                          8,699 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Military Vehicle Maintenance, Small
(< 21,000 SF)		                               7,200  $               384.00     NA;  GUCs are as of October 2021  $                        384.00 SF
              PUC  $                        384.00 SF
 
FAC  2142 Vehicle Maintenance Shop, Depot UM =  SF RPAD Average Size                        29,687 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Military Vehicle Maintenance, Large
(> 21,000 SF)		                             44,000  $               360.00     NA;  GUCs are as of October 2021  $                        360.00 SF
              PUC  $                        360.00 SF
 
FAC  2143 Vehicle Maintenance Shop, National Guard UM =  SF RPAD Average Size                        15,743 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Military Vehicle Maintenance, Small
(< 21,000 SF)		                               7,200  $               384.00     NA;  GUCs are as of October 2021  $                        384.00 SF
              PUC  $                        384.00 SF
 
FAC  2144 Vehicle Maintenance Shop, Reserve UM =  SF RPAD Average Size                          7,601 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Military Vehicle Maintenance, Small
(< 21,000 SF)		                               7,200  $               384.00     NA;  GUCs are as of October 2021  $                        384.00 SF
              PUC  $                        384.00 SF
 
FAC  2145 Vehicle Maintenance Facility UM =  EA RPAD Average Size                                  1 Source USACE PAX Newsletter 3.2.2, 25 May 2022:
USACE PAX Newsletter 3.2.2, 04 January 2011                                                 
CATCODE Description Unit Cost Reference Size UM Conversion Inflation Adjustment by MILCON Index Adjusted Cost
14955 Wash Platform (2022)  $                        142.00                     1,428 SF 1,428 0.9405  $                190,710.83 EA
14960 Grease Rack (2011)  $                   62,680.00                             1 EA   1.4126 $88,540.24 EA
          Average   PUC $139,625.53 EA
 
FAC  2146 Launch Vehicle Test Facility UM =  EA RPAD Average Size                                  1 Source Inflated from FY2021;
Air Force provided data in 2003                                              
  FY2021 PUC Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  $21,914,369.40         1.0834 $23,742,685.24 EA
 
FAC  2147 Vehicle Maintenance Shed UM =  SF RPAD Average Size                        13,588 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment by MILCON Index Adjusted Cost
21470 POL Storage Bldg. – Tactical Equipment Maintenance Facility (TEMF)  $                        619.00                         375 SF   0.9405 $582.17 SF
21470 Hazardous Waste Storage Bldg. – Tactical Equipment Maintenance Facility (TEMF)   $                        619.00                         375 SF   0.9405 $582.17 SF
          Average   PUC $582.17 SF
 
FAC  2151 Weapon Maintenance Shop UM =  SF RPAD Average Size                        10,843 Source Table 2, UFC 3-701-1, Change 8, 3 February 2021
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Installation Maintenance, General Purpose                             25,000  $               259.00     1.0834  $                        280.60 SF
              PUC  $                        280.60 SF
 
FAC  2152 Weapon Maintenance Shop, Depot UM =  SF RPAD Average Size 12,260 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section/ Page Structure or Feature Valuation Units Conversion (As Needed) Extended Value Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing Building, Class A, Average, includes craneway (Deduct $2.51 from cost for no included elevator)  $                        161.49 SF    $                   161.49 1.01    $                        163.10 SF
58/6 Bridge Crane, 75 FT span, 10 Ton capacity  $                177,000.00 EA    $                      14.44 1.02    $                          14.73 SF
55/5 Overhead door, rollup, 9 FT x 9 FT (81 SF)  $                          25.90 SF door 162  $                        0.34 1.03    $                             0.35 SF
55/5 Door electric operation  $                           2,065 EA 2  $                        0.34 1.03    $                             0.35 SF
65/12 Dock bumpers, horizontal, 10 LF, 2 sets  $                          58.25 LF 20  $                        0.10 1.03    $                             0.10 SF
65/12 Dock leveler, hydraulic, 2 EA  $                     9,375.00 EA 2  $                        1.53 1.03    $                             1.58 SF
65/12 Dock Seal, 10″ projection, 2 EA  $                        835.00 EA 2  $                        0.14 1.03    $                             0.14 SF
65/12 Dock shelter, 2 EA  $                     2,317.50 EA 2  $                        0.38 1.03    $                             0.39 SF
14/37 Sprinkler, 15,000 SF, Wet System, Average  $                             3.12 SF    $                        3.12 1.01    $                             3.15 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF    $                        2.01 1.01    $                             2.03 SF
                  Sum  $                        185.91 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
            PUC with Military Cost Premium 1.1932  $                        221.84 SF
          Inflated from FY 21 PUC 1.0834  $                        240.34 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria OSD Design Criteria Unified Facilities Criteria (UFC) 2-000-05N provides planning criteria for category code 200-series weapons maintenance facilities.
This criteria provides space planning guidance for armories (category code 21510) serving only the activity (installation) at which it is located, and small arms are limited to those personnel physically stationed at that activity. For the remaining category codes in this FAC, the UFC states there is no criteria, and that an engineering analysis based on throughput, ordnance equipment size, maintenance staffing and support space should determine the space requirements.
Building construction material UFC 3-340-02, Chapter 3, “Principles of Dynamic Analysis” provides design criteria to limit the impact of accidental detonations in ordnance production and maintenance facilities.  Generally this this criteria requires the use of concrete structural.  “However, this does not imply that concrete and steel are the only useful materials for protective construction. Tests to establish the response of wood and plastics, as well as the blast attenuating and mass effects of soil are contemplated. The results of these tests may require, at a later date, the supplementation of these design methods for these and other materials.   
Because reinforced concrete is the primary material used in the dynamic analysis of detonations in this UFC, a Class A, “Average” structure was selected as this includes:
• Heavy structural frame and masonry or concrete walls
• Excellent lighting and plumbing
• Extra heavy floors, partitions and included craneway
Facility size The average size of this FAC is 12,260 SF. 
Fire suppression system type, quality, and coverage UFC 3-600-01, “Fire Protection Engineering for Facilities,” states “Complete automatic sprinkler protection is required for Ordnance Facilities used  for manufacturing, maintaining, demilitarizing, handling, processing, testing, servicing, and inspecting of ammunition, explosives, pyrotechnics, propellants, and oxidizers or related devices containing these materials, unless such a system will aggravate the hazard.
International Building Code (IBC) classification group H, Hazard.
Inclusion of a loading dock or similar ancillary feature No specific requirement for a loading dock is found in a UFC.  A reasonable assumption is to include a loading dock based upon the function of this FAC. The number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time for the specific design.  As general guidance, the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse averaging 1 dock per 7,500 sf of floor space.  For this FAC, 2 loading dock assemblies are provided.  The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification (UFGS).
Inclusion and capacity of overhead cranes A bridge crane is provided in the calculation of replacement unit cost in consonance with the overhead crane business rule.  A craneway is included in the building’s unit cost.
Established standard for components or materials  Limited established standards exist, as explained above, with a situation and site specific design required.
Applicable Business Rules • MILCON Cost Premium Business Rule
• M&S Selection Business Rule
• Overhead Crane Business Rule
• Elevator Business Rule
Footnotes UFC 2-200-05N, “Facility Planning for Navy and Marine Corps Shore Installations,” Various Chapters and Series.
UFC 3-340-02, “Structures to Resist the Effects of Accidental Explosions,” 05 December 2008, with Change 2, 01 September 2014.
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016, with Change 3, 10 May 2019.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions;” https://www.naiop.org/en/Research/Terms-and-Definitions.
UFGS-11 13 19.13, “Loading Dock Levelers,”  August 2009
IBC, 2021 edition
 
FAC  2153 Special Weapons Maintenance Shop UM =  SF RPAD Average Size                          7,187 Source Set equal to FAC 2121
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   FAC 2121 PUC   $                        244.60 SF       N/A $244.60 SF
 
FAC  2154 Weapon Maintenance Facility Depot UM =  SF RPAD Average Size 11,273 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing Building, Class A, Average, includes craneway (Deduct $2.51 / SF for no included elevator)  $                        161.49 SF     1.01    $                        163.10 SF
58/6 Bridge Crane, 50′ span, 10 Ton capacity, 1 EA  $                141,000.00 EA 11,273 SF Conversion 1.02    $                          12.76 SF
14/37 Sprinkler, 10,000 SF, Wet System, Good  $                             4.00 SF     1.01    $                             4.04 SF
  Note: crane aspect ratio = 1:2; building is approximately 75 LF x 150 LF           Sum  $                        179.90 SF
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        179.90 SF
             PUC with Military Construction Premium      1.1561  $                        207.99 SF
          Inflated from FY 21 PUC 1.0834  $                        225.34 SF
 
FAC  2161 Ammunition Maintenance Shop UM =  SF RPAD Average Size 8,169 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing Building, Class A, Average, includes craneway (Deduct $2.51 / SF for no included elevator)  $                        161.49 SF     1.01    $                        163.10 SF
58/6 Bridge Crane, 50′ span, 5 Ton capacity, 1 EA  $                126,000.00 2 EA 8169 SF Conversion 1.02    $                          15.73 SF
14/27 Shipping dock, structural steel or concrete piers, one 12′ x 12′ dock (144 SF)  $                          42.25 SF of dock 0.017627617 SF dock per SF FAC 1.01    $                             0.75 SF
14/37 Sprinkler, 10,000 SF, Wet System, Average  $                             3.34 SF     1.01    $                             3.37 SF
14/37 Hazard occupancy sprinkler (Add 15% of system unit cost)   $                             0.50 SF     1.01    $                             0.51 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF     1.01    $                             2.03 SF
              Sum  $                        185.50 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        185.50 SF
                PUC with Military Cost Premium 1.1561  $                        214.46 SF
          Inflated from FY 21 PUC 1.0834  $                        232.35 SF
 
FAC  2162 Ammunition Maintenance Shop, Depot UM =  SF RPAD Average Size 5,411 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing Building, Class A, Average, includes craneway (Deduct $2.51 / SF for no included elevator)  $                        161.49 SF     1.01    $                        163.10 SF
14/27 Shipping dock, one 12′ x 12′ dock, structural steel or concrete piers  (144 SF)  $                          42.25 SF of dock 0.0266 SF dock per SF FAC 1.01    $                             1.14 SF
14/37 Sprinkler, 5,000 SF, Wet System, Average  $                             3.71 SF     1.01    $                             3.75 SF
14/37 Hazard occupancy sprinkler (Add 15% of system unit cost)   $                             0.56 SF     1.01    $                             0.56 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF     1.01    $                             2.03 SF
58/6 Bridge Crane, 50′ span, 10 Ton capacity, 1 EA  $                141,000.00 1 EA 5,411 SF Conversion 1.02    $                          26.58 SF
              Sum  $                        170.58 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        170.58 SF
                PUC with Military Cost Premium 1.1561  $                        197.21 SF
          Inflated from FY 21 PUC 1.0834  $                        213.66 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (3-101-01, Architecture, and 4-200 Maintenance and Production Facilities, do not provide guidance for this FAC.   
Building construction material No UFC criteria exist for component material. 
Applying the Marshall and Swift Selection Business Rule, the FAC is Marshall & Swift Class A, Average Quality.
 
Facility size The average area for this FAC is 5,411 SF.
The Occupancy Group assigned is H, Hazard.
Fire suppression system type, quality, and coverage International Building Code Group H
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.  Because of the nature of maintenance and assembly work, a loading dock has been included.
The average number of floors is 1.03 yielding 0 elevators for the maximum number of occupants applying  the Elevator Business Rule. 

Inclusion and capacity of overhead cranes An overhead crane is provided, applying the Overhead Crane Business Rule.  
Established standard for components or materials  No UFC criteria exist for component material. 
Applicable Business Rules • Military Construction Cost Premium
• Fire Sprinkler Business Rule
• M&S Selection Business Rule
• Overhead Crane Business Rule
• Elevator Business Rule
Footnotes UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 05 January 2021.
UFC 4-200-xx (Series), Maintenance and Production Facilities, various dates.
 
FAC  2163 Ammunition Maintenance Facility,  Depot UM =  SF RPAD Average Size 45,756 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing Building, Class A, Average, includes craneway (Deduct $2.51 / SF for no included elevator)  $                        161.49 SF     1.01    $                        163.10 SF
58/6 Bridge Crane, 75′ span, 10 Ton capacity, 2 EA  $                177,000.00 2 EA 45,756 SF Conversion 1.02    $                             7.89 SF
14/37 Sprinkler, 50,000 SF, Wet System, Good  $                             3.06 SF     1.01    $                             3.09 SF
14/37 Hazard occupancy sprinkler (Add 15% of system unit cost)   $                             0.46       1.01    $                             0.46  
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01       1.01    $                             2.03  
              Sum  $                        176.58 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        176.58 SF
             PUC with Military Construction Premium      1.1561  $                        204.15 SF
          Inflated from FY 21 PUC 1.0834  $                        221.18 SF
 
FAC  2171 Electronic and Communication Maintenance Shop UM =  SF RPAD Average Size                          7,518 Source USACE PAX Newsletter 3.2.2, 24 July 2014
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment
by MILCON Index		 Adjusted Cost
21710 Electronics Maintenance Shop – Depot Level  $                        152.35                   17,000 SF   1.2561 $191.37 SF
              PUC $191.37 SF
 
FAC  2172 Electronic and Communication Maintenance Shop, Depot UM =  SF RPAD Average Size                        17,757 Source USACE PAX Newsletter 3.2.2, 24 July 2014
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment
by MILCON Index		 Adjusted Cost
21710 Electronics Maintenance Shop – Depot Level  $                        152.35                   17,000 SF   1.2561 $191.37 SF
              PUC $191.37 SF
 
FAC  2173 Electronic and Communication Maintenance Facility UM =  EA Design Size 1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
67/6 Triangular Guyed Tower, 54″ Master TV systems, High Cost  $                     1,030.00 FT 100 FT to EA 1.02    $                105,060.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                104,087.22 EA
  22 of 25 assets in the 2020 RPAD inventory are antenna testing and  collimation testing facilities.      PUC with Military Construction Premium      1.0486  $                109,142.43 EA
          Inflated from FY 21 PUC 1.0834  $                118,244.90 EA
 
FAC  2181 Installation Support Vehicle Maintenance Shop UM =  SF RPAD Average Size                          8,982 Source Table 2, UFC 3-701-1, Change 8, 3 February 2021
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Installation Maintenance, General Purpose                             25,000  $               259.00     1.0834  $                        280.60 SF
              PUC  $                        280.60 SF
 
FAC  2182 Installation Support Equipment Maintenance Shop UM =  SF RPAD Average Size                          6,778 Source Table 2, UFC 3-701-1, Change 8, 3 February 2021
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Installation Maintenance, General Purpose                             25,000  $               259.00     1.0834  $                        280.60 SF
              PUC  $                        280.60 SF
 
FAC  2183 Railroad Equipment Shop UM =  SF RPAD Average Size                          8,012 Source Table 2, UFC 3-701-1, Change 8, 3 February 2021
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Installation Maintenance, General Purpose                             25,000  $               259.00     1.0834  $                        280.60 SF
              PUC  $                        280.60 SF
 
FAC  2184 Parachute And Dinghy Maintenance Shop UM =  SF RPAD Average Size                        10,600 Source Table 2, UFC 3-701-1, March 2013
  Description Reference Size Unit Cost   Inflation Adjustment by MILCON Index Adjusted Cost
GUC Maintenance Shops: Parachute And Dinghy Maintenance  6,600  $               198.00   1.4643 $289.92 SF
              PUC $289.92 SF
 
FAC  2185 Installation Support Equipment Maintenance Shed UM =  SF RPAD Average Size                          6,252 Source USACE PAX Newsletter 3.2.2, 25 March 2022
CATCODE Description Unit Cost Reference Size UM   Adjusted Cost
44224 Organizational Storage Building  $                        179.00                     5,000 SF   0.9405  $                        168.35 SF
              PUC  $                        168.35 SF
 
FAC  2191 Facility Engineer Maintenance Shop UM =  SF RPAD Average Size 5,698 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK     Unit Cost Units Conversion   Current Cost Multiplier   Adjusted Cost
14/14 Industrial Building, Light Manufacturing, Class B, Average, not including craneway (Deduct $2.40 / SF for no included elevator)  $                          77.60 SF     1.05    $                          81.48 SF
58/6 Bridge crane, 10 Ton, 50′ span  $                141,000.00 EA  $                      24.75 per UM 1.02    $                          25.24 SF
58/6 Craneway, 10 Ton, 100 LF  $                        255.50 LF  $                        4.48 per UM 1.02    $                             4.57 SF
58/6 Craneway electrical assembly  $                          35.75 LF  $                        0.63 per UM 1.02    $                             0.64 SF
                  Sum  $                        111.93 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        114.01 SF
            PUC with Military Cost Premium     1.2417  $                        141.56 SF
          Inflated from FY 21 PUC 1.0834  $                        153.37 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria There are no criteria for facilities engineer maintenance shops contained in the Unified Facilities Criteria (UFC), and in particular the 4-200, Maintenance and Production Facilities, series. 

Building construction material The type of building selected using the Marshall & Swift Business Rule is Marshall & Swift Industrial, Light Manufacturing, Class B, Average Quality. 

Facility size The average area of this FAC is 5,698 SF.
The International Building Code Occupancy Group assigned is F, Factory.
Fire suppression system type, quality, and coverage International Building Code (IBC) Group F.
DoD facilities are designed in compliance with National Fire Protection Association (NFPA) 13  and UFC 3-600-01, “Fire Protection Engineering for Facilities.”  UFC 3-600-01 refers the designer to the IBC.  The Fire Sprinkler Business Rule incorporates the requirements of NFPA, UFC 3-600-01 and the IBC, and requires a sprinkler only when the fire area exceeds 12,000 SF for Group F Occupancies. 


Inclusion of a loading dock or similar ancillary feature UFC 4-440-01 sets a requirement for loading docks.  Although the number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time, the Commercial Real Estate Development Association (NAIOP)  provides an estimate of the average number of loading docks per square foot of manufacturing or warehouse averages 1:7,500.   With an average less than the threshold for a loading dock, no loading dock assembly is provided.  
An elevator is not provided as the average number of floors is 1.09; applying the Elevator Business Rule, no elevator is incorporated.

Inclusion and capacity of overhead cranes Applying the Overhead Crane Business Rule, a bridge crane is provided in the estimate.   A craneway is included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exists for components or materials.
 
Applicable Business Rules • Military Construction Cost Premium
• Fire Sprinkler Business Rule
• M&S Selection Business Rule
• Overhead Crane Business Rule
Footnotes NFPA 13, Standard for the Installation of Fire Sprinkler Systems, 2022.
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016, with Change 6, 06 May 2021.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions;” https://www.naiop.org/en/Research/Terms-and-Definitions.
IBC, 2021 edition
 
FAC  2192 Facility Engineer Maintenance Facility UM =  EA RPAD Average Size 1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/14 Industrial Building, Light Manufacturing, Class B, Average, not including craneway (Deduct $2.40/ SF for no included elevator)  $                          77.60 SF 3,633 SF to EA 1.05    $                296,016.84 EA
14/37 Sprinkler, 5,000 SF, Wet System, Average  $                             3.71 SF 3,633 SF to EA 1.05    $                   14,152.35 EA
  Average Size taken from 11 assets in 2020 RPAD: Average Length (78.3 FT) and Average Width (46.4 FT) = 3,633 SF           Sum  $                310,169.19 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                315,913.07 EA
             PUC with Military Construction Premium      1.0517  $                332,249.78 EA
          Inflated from FY 21 PUC 1.0834  $                359,959.42 EA
 
FAC  2211 Aircraft Production Plant UM =  SF RPAD Average Size 72,026 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/15 Industrial, Heavy (Process) Manufacturing, Class A, Average, including HVAC, elevator, and craneway  $                        164.00 SF      $                 164.00 1.01  $                        165.64 SF
14/37 Sprinkler, 80,000 SF, Dry System, Average  $                             3.04 SF      $                      3.04 1.01  $                             3.07 SF
58/6 Bridge Crane, 10 ton, span = 100 ft, 2 EA  $                224,000.00 EA  $                        6.22 per UM  $                      6.22 1.02  $                             6.34 SF
55/5 Overhead door, roll-up, 81 SF/door, 12 EA  $                          25.90 SF      $                      0.35 1.03  $                             0.36 SF
55/5 Overhead door, electrical operator, 12 EA  $                     2,065.00 EA      $                      0.34 1.03  $                             0.35 SF
65/12 Dock bumpers, Horizontal, 10 LF  $                          58.25 LF 120 LF per UM  $                      0.10 1.03  $                             0.10 SF
65/12 Dock leveler, hydraulic  $                     9,375.00 EA 12 per UM  $                      1.56 1.03  $                             1.61 SF
65/12 Dock seal, 10″ projection  $                        835.00 EA 12 per UM  $                      0.14 1.03  $                             0.14 SF
65/12 Dock shelter  $                     2,317.50 EA 12 per UM  $                      0.39 1.03  $                             0.40 SF
              SUM  $                        178.02 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        178.02 SF
            PUC with Military Cost Premium 1.1932  $                        212.42 SF
          Inflated from FY 21 PUC 1.0834  $                        230.13 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (UFC 3-101-01, Architecture, and UFC 4-200, Maintenance and Production Facilities) do not provide guidance for this FAC.  

Building construction material No UFC criteria exist for component material. 
Applying the Marshall and Swift  Selection Business Rule, the FAC is Marshall & Swift Industrial Building Manufacturing (495), Class A, Average Quality.  It should be noted this differs from an aircraft hangar, as it is primarily a plant to produce aircraft assemblies, parts and therefore includes heavy industrial machinery.
 
Facility size The average area for this FAC is 72,026 SF.
The Occupancy Group assigned is F, Factory.
Fire suppression system type, quality, and coverage International Building Code (IBC) Group F.
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.  Because of the nature of maintenance and assembly work, 86297/7500 = 12 loading docks have been included.   As general guidance, the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse averaging 1 dock per 7,500 sf of floor space.  
The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification (UFGS) 11 13 19.13 and Whole Building Design Guide (WBDG) Federal Green Construction Guide for Specifiers, Section 11 13 00 (11160).
The average number of floors is 1.16 yielding 1 elevator for the maximum number of occupants applying  the Elevator Business Rule. 
The Marshall and Swift building selected for this FAC include 1 elevator as part of the unit price.
Inclusion and capacity of overhead cranes Two overhead cranes are provided, applying the Overhead Crane Business Rule; both cranes ride on one craneway.   A craneway is included in the building’s unit cost.  Aspect ratio is 226 FT X 452 FT
Established standard for components or materials  No UFC criteria exist for component material.
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions;” https://www.naiop.org/en/Research/Terms-and-Definitions.
UFGS-11 13 19.13, “Loading Dock Levelers,” August 2009, with Change 1, May 2019.
WBGD Federal Green Construction Guide for Specifiers, Section 11 13 00 (11160), “Loading Dock Equipment,” 04 January 2010.
IBC, 2021 edition.                                                                                                
 
FAC  2213  Aircraft Production Structure UM =  SF RPAD Average Size 713 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing, Class C Mill, Average   $                          29.50 SF     1.03    $                          30.39 SF
14/37 Sprinkler, Wet System, 2,500 SF, Average  $                             4.15 SF     1.03    $                             4.27 SF
              Sum  $                          34.66 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          34.34 SF
         PUC with Military Construction Premium      1.1837  $                          40.65 SF
          Inflated from FY 21 PUC 1.0834  $                          44.04 SF
 
FAC  2221 Missile Production Plant UM =  SF RPAD Average Size 14,692 Source Inflated from 2021:
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrial, Heavy (Process) Manufacturing, Class A, Average, including HVAC and craneway (Deduct $2.36 / SF for no included elevator)  $                        161.49 SF     1.01    $                        163.10 SF
58/6 Bridge Crane, 10 Ton, 1 EA, Span = 75 ft  $                177,000.00 1 EA 14,692 SF Conversion 1.02    $                          12.29 SF
14/37 Sprinkler, Dry System, 15,000 SF, Average  $                             4.08 SF     1.01    $                             4.12 SF
  Note:  Crane bay dimension assumed aspect ratio 1:2, 78′ x 156′; see Overhead Crane Business Rule tab           Sum  $                        179.51 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        179.51 SF
             PUC with Military Construction Premium      1.1932  $                        214.20 SF
          Inflated from FY 21 PUC 1.0834  $                        232.07 SF
 
FAC  2231 Ship Production Plant UM =  SF RPAD Average Size 45,940 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing, Class B, Average, including HVAC and craneway (Deduct $2.51 / SF for no included elevator)  $                        152.79 SF     1.01    $                        154.32 SF
58/6 Bridge Crane, 10 Ton, 2 EA, Span = 100 ft  $                224,000.00 2 EA 45,940 SF Conversion 1.02    $                             9.95 SF
14/37 Sprinkler, Dry System, 50,000 SF, Average  $                             3.31 SF     1.01    $                             3.34 SF
              Sum  $                        167.61 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
  Note: crane bay dimension assumed aspect ratio 1:2: 115 FT x 230 FT           PUC  $                        170.71 SF
             PUC with Military Construction Premium      1.1932  $                        203.70 SF
          Inflated from FY 21 PUC 1.0834  $                        220.69 SF
 
FAC  2241 Tank/Automotive Production Plant UM =  SF RPAD Average Size 62,381 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing, Class B, Average, including HVAC and craneway (Deduct $2.51 / SF for no included elevator)  $                        152.49 SF     1.01    $                        154.01 SF
58/6 Bridge Crane, 10 Ton, 2 EA, Span = 100 ft  $                224,000.00 EA 62,381 SF Conversion 1.02    $                             7.33 SF
14/37 Sprinkler, Dry System, 60,000 SF, Average  $                             3.20 SF     1.01    $                             3.23 SF
              Sum  $                        164.57 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
  Note: crane bay dimension assumed aspect ratio 179 FT x 359 FT; two crane beams assumed on one set of rails         PUC  $                        167.62 SF
             PUC with Military Construction Premium      1.1932  $                        200.01 SF
          Inflated from FY 21 PUC 1.0834  $                        216.69 SF
 
FAC  2242 Tank/Automotive Production Structure UM =  SF RPAD Average Size 1,649 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing, Class C Mill, Average (Deduct $2.51 for no included elevator)  $                          76.99 SF     1.03    $                          79.30 SF
14/37 Sprinkler, Wet System, 2,500 SF, Average  $                             4.15 SF     1.03    $                             4.27 SF
              Sum  $                          83.57 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          82.80 SF
  2021 RPCS changed the FAC Title from Tank/Automotive Production Facility; no assets in the 2020 RPAD      PUC with Military Construction Premium      1.1200  $                          92.74 SF
          Inflated from FY 21 PUC 1.0834  $                        100.47 SF
 
FAC  2251 Weapon Production Plant UM =  SF RPAD Average Size 50,483 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing, Class A, Average, including craneway (Deduct $2.51 SF for no included elevator)  $                        161.49 SF     1.01    $                        163.10 SF
58/6 Bridge Crane, 10 Ton, 2 EA, Span = 100 ft  $                224,000.00 EA 50,483 SF Conversion 1.02    $                             9.05 SF
58/6 Craneway electrical conductor assembly  $                          35.75 LF 250 LF Conversion 1.02    $                             0.18 SF
14/37 Sprinkler, Dry System, 50,000 SF, average  $                             3.31 SF     1.01    $                             3.34 SF
14/37 Hazard occupancy sprinkler (Add 15% of system unit cost)   $                             0.50 SF     1.01    $                             0.50 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF     1.01    $                             2.03 SF
              Sum  $                        178.21 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC  $                        178.21 SF
             PUC with Military Construction Premium      1.1932  $                        212.65 SF
          Inflated from FY 21 PUC 1.0834  $                        230.38 SF
 
FAC  2252 Weapon Production Structure UM =  SF RPAD Average Size 44,872 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing, Class C Mill, Average (Deduct $2.51 for no included elevator)  $                          76.99 SF     1.01    $                          77.76 SF
14/37 Sprinkler, Wet System, 40,000 SF, Good  $                             2.66 SF     1.01    $                             2.69 SF
14/37 Hazard occupancy sprinkler (Add 15% of system unit cost)   $                             0.40 SF     1.01    $                             0.40 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF     1.01    $                             2.03 SF
              Sum  $                          82.88 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          82.11 SF
         PUC with Military Construction Premium      1.1932  $                          97.98 SF
          Inflated from FY 21 PUC 1.0834  $                        106.15 SF
 
FAC  2261 Ammunition Production Plant UM =  SF RPAD Average Size 7,500 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing, Class A, Average, including craneway and elevator (Deduct $2.51 for no included elevator)  $                        161.49 SF     1.01    $                        163.10 SF
58/6 Bridge Crane, 10 Ton capacity, 1 EA, Span = 50 ft  $                141,000.00 EA 7,500 SF Conversion 1.02    $                          19.18 SF
58/6 Craneway electrical conductor assembly  $                          35.75 LF 200 LF Conversion 1.02    $                             0.97 SF
14/37 Sprinkler, Dry System, 10,000 SF, Average  $                             4.38 SF     1.01    $                             4.42 SF
14/37 Hazard occupancy sprinkler (Add 15% of system unit cost)   $                             0.66       1.01    $                             0.66 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF     1.01    $                             2.03 SF
              Sum  $                        190.37 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
  Note: crane bay dimension assumed aspect ratio 57 FT x 114 FT           PUC  $                        192.13 SF
  2021 RPCS changed the name from Ammunition Production Plant      PUC with Military Construction Premium      1.1932  $                        229.26 SF
          Inflated from FY 21 PUC 1.0834  $                        248.38 SF
 
FAC  2262 Ammunition Production Facility UM =  SF RPAD Average Size 3,112 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/15 Industrials, Heavy (Process) Manufacturing, Class A, Average, including craneway (Deduct $2.51 for no included elevator)  $                        161.49 SF     1.01    $                        163.10 SF
14/37 Sprinkler, Wet System, 2,500 SF, Average  $                             3.95 SF     1.01    $                             3.99 SF
14/37 Hazard occupancy sprinkler (Add 15% of system unit cost)   $                             0.59 SF    $                        0.59 1.01    $                             0.60 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF    $                        2.01 1.01    $                             2.03 SF
              Sum  $                        167.09 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        167.09 SF
             PUC with Military Construction Premium      1.0906  $                        182.22 SF
          Inflated from FY 21 PUC 1.0834  $                        197.42 SF
 
FAC  2264 Ammunition Demilitarization Plant UM =  SF RPAD Average Size                          5,822 Source USACE PAX Newsletter 3.2.2, 20 Mar 2009
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment by MILCON Index Adjusted Cost
21630 Ammunition Demilitarization Facility  $                     1,064.00                   82,500 SF   1.4917 $1,587.16 SF
              PUC $1,587.16 SF
 
FAC  2265 Ammunition Demilitarization Facility UM =  EA Design Size                                  1 Source USACE PAX Newsletter 3.2.2, 25 May 2022
Section TASK Unit Cost Units Conversion Inflation Adjustment by MILCON Index Adjusted Cost
93210 Site Clearing & Grading – Borrow: Common Fill, Spread, no Compaction  $                          34.50 CY                          5,487 CY to EA 0.9405 $178,046.83 EA
93410 Backfill and Compaction, Dozer Backfill, Roller Compaction in One 12″ Layer  $                             8.70 CY                          5,487 CY to EA 0.9405 $44,898.77 EA
93410 Fine Grading for Small Irregular Areas, To 15,000 SY  $                             3.70 SY                        16,462 SY to EA 0.9405 $57,284.63 EA
93210 Bank Run Gravel, Spread with 200 HP Dozer, no Compaction, 8″ lift  $                          48.60 CY                          3,658 CY to EA 0.9405 $167,209.20 EA
                  SUM $447,439.43 EA
  Average size derived from 2021 RPAD (7 Assets):  1,142.3 FT * 129.7 FT =  (148,156.2  SF)                               16,462 SY       PUC $447,439.43 EA
 
FAC  2271 Electronic and Communication Production Plant UM =  SF RPAD Average Size 56,474 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/14 Industrials, Light Manufacturing, Class B, Average, including elevator; no craneway included (Deduct $2.40 for no included elevator)   $                          77.60 SF     1.01    $                          78.38 SF
14/37 Sprinkler, Dry System, 60,000 SF, Average  $                             3.20 SF     1.01    $                             3.23 SF
              Sum  $                          81.61 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          83.12 SF
             PUC with Military Construction Premium      1.1932  $                          99.18 SF
          Inflated from FY 21 PUC 1.0834  $                        107.45 SF
 
FAC  2281 Miscellaneous Support Production Plant UM =  SF RPAD Average Size 6,551 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/14 Industrials, Light Manufacturing, Class B, Average, including elevator; no craneway included (Deduct $2.40 for no included elevator)   $                          77.60 SF     1.01    $                          78.38 SF
58/6 Bridge Crane, 10 Ton capacity, 50 FT span, 1 EA  $                141,000.00 EA 6,551 SF Conversion 1.02    $                          21.95 SF
58/6 Craneway, 144 LF x 2 = 288 LF  $                        255.50 LF 288 per UM 1.02    $                             0.90 SF
58/6 Craneway electrical conductor assembly  $                          35.75 LF 288 per UM 1.02    $                             0.13 SF
14/37 Sprinkler, Dry System, 10,000 SF, Average  $                             4.38 SF     1.01    $                             4.42 SF
              Sum  $                        105.79 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        107.74 SF
             PUC with Military Construction Premium      1.1932  $                        128.56 SF
          Inflated from FY 21 PUC 1.0834  $                        139.29 SF
 
FAC  2291 Construction Material Production Structure UM =  EA Design Size 1 Source Marshall and Swift Valuation, October 2017
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment – MILCON Index Adjusted Cost
14/41 Asphalt Plant, assume 180 tons / hour (TH) production rate (Class Average)  $                     9,000.00 TH 180 TH 1.01 1.256  $             2,055,275.54 EA
              Sum  $             2,055,275.54 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $             2,036,245.21 EA
             PUC with Military Construction Premium      1.1234  $             2,287,426.99 EA
 
FAC  3101 RDT&E Laboratory UM =  SF RPAD Average Size 16,490 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/17 Laboratory  Building, Class A/B, Average, with complete HVAC, including elevator  $                        242.00 SF     1.01    $                        244.42 SF
14/17 HVAC for Labs, Moderate Climate, Average  $                          37.50 SF     1.01    $                          37.88 SF
14/37 Sprinkler, Dry System, 20,000 SF, Average  $                             3.85 SF     1.01    $                             3.89 SF
                  Sum  $                        286.18 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        288.83 SF
            PUC with Military Cost Premium     1.3319  $                        384.71 SF
          Inflated from FY 21 PUC 1.0834  $                        416.80 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility.  The only UFC in the 4-300 Series for RDT&E facilities is UFC 4-390-01, O&M: Unmanned Pressure Test Facilities Safety Certification Manual.
 
Building construction material No UFC criteria exist for component material.  The reference to Marshall and Swift commercial and public utility/governmental utility buildings includes metal and masonry construction.
Selection of materials incorporated into the design must be consistent with the building use category of UFC 1-200-01, “DoD Building Code;” UFC 3-600-01, “Fire Protection Engineering for Facilities;” and the International Building Code (IBC). 
Facility size The average area for this FAC is 16,490 SF.
IBC Group B
Fire suppression system type, quality, and coverage UFC 1-200-01 and UFC 3-600-01 require compliance with the IBC. 
IBC Group B
Fire suppression has been included in this Replacement Unit Cost, consistent with the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock
One (1) elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  No UFC criteria exist for component material, other than those consistent with fire safety noted above in building construction material.  The reference to Marshall and Swift commercial and governmental utility buildings includes metal and masonry construction. 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnote UFC 1-200-01, “DoD Building Code,” 08 October 2019, with Change 1, 01 October 2020
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016, with Change 6, 06 May 2021
IBC, 2021 edition
 
FAC  3102 Medical Research Laboratory UM =  SF RPAD Average Size 35,389 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/17 Laboratory  Building, Class A/B, Average, with complete HVAC, including elevator  $                        242.00 SF     1.18    $                        284.35 SF
14/17 HVAC for Labs, Moderate Climate, Average  $                          37.50 SF     1.18    $                          44.06 SF
14/17 Fume hood air & ventilation  $                          37.50 SF     1.18    $                          44.06 SF
14/37 Sprinkler, Dry System, 40,000 SF, Average  $                             3.44 SF     1.18    $                             4.04 SF
              Sum  $                        376.52 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        378.29 SF
            PUC with Military Cost Premium     1.3319  $                        503.87 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility.  The only UFC in the 4-300 Series for RDT&E facilities is UFC 4-390-01, O&M: Unmanned Pressure Test Facilities Safety Certification Manual.
 
Building construction material No UFC criteria exist for component material.  The reference to Marshall and Swift commercial and public utility/governmental utility buildings includes metal and masonry construction.
Selection of materials incorporated into the design must be consistent with the building use category  of UFC 1-200-01, “DoD Building Code;” UFC 3-600-01, “Fire Protection Engineering for Facilities;” and the International Building Code (IBC).
Facility size The average area for this FAC is 35,389 SF
IBC Group B
 
Fire suppression system type, quality, and coverage • UFC 1-200-01 and UFC 3-600-01 require compliance with the IBC. 
• IBC Group B
• Fire suppression has been included in this Replacement Unit Cost, consistent with the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock
One (1) elevator is provided in consonance with the Elevator Business Rules.  Elevators are included in the Marshall and Swift basic valuation for a laboratory building, Class B, average, representing this FAC.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.
 
Established standard for components or materials  No UFC criteria exist for component material, other than those consistent with fire safety noted above in building construction material.
 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 1-200-01, “DoD Building Code,” 08 October 2019, with Change 1, 01 October 2020
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016, with Change 6, 06 May 2021
IBC, 2021 edition
 
FAC  3103 Biosafety Level 3 Laboratory UM =  SF RPAD Average Size 8,154 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/17 Laboratory  Building, Class A/B, Average, with complete HVAC, including elevator (Deduct $2.64 for no included elevator)  $                        239.36 SF     1.01    $                        241.75 SF
14/17 Fume Hood air & ventilation   $                          37.50 SF     1.01    $                          37.88 SF
52/6 Clean Room, 100-10 microns, prefabricated hardwall,  400 SF;   Assume 6 clean rooms  $                165,000.00 EA 8,154 SF Conversion 1.02    $                        123.84 SF
14/37 Sprinkler, Dry System, 10,000 SF, Average  $                             4.38 SF     1.01    $                             4.42 SF
              Sum  $                        407.89 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC  $                        411.67 SF
             PUC with Military Construction Premium      1.3319  $                        548.32 SF
          Inflated from FY 21 PUC 1.0834  $                        594.05 SF
 
FAC  3104 Biosafety Level 4 Laboratory UM =  SF RPAD Average Size 417 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/17 Laboratory  Building, Class A/B, Average, with complete HVAC, including elevator (Deduct $2.64 for no included elevator)  $                        239.36 SF     1.01    $                        241.75 SF
14/17 Fume Hood air & ventilation   $                          37.50 SF     1.01    $                          37.88 SF
52/6 Clean Room, 100-10 microns, prefabricated hardwall, 300 SF;   Assume 1 clean room  $                117,000.00 EA 417 SF Conversion 1.02    $                        286.19 SF
14/37 Sprinkler, Dry System, 2500 SF, Average  $                             5.52 SF     1.01    $                             5.58 SF
              Sum  $                        571.39 SF
  There is one (1) asset for FAC 3104 in the 2020 RPAD.   Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC  $                        576.68 SF
             PUC with Military Construction Premium      1.3319  $                        768.11 SF
          Inflated from FY 21 PUC 1.0834  $                        832.17 SF
 
FAC  3111 Aircraft RDT&E Facility UM =  SF RPAD Average Size                        20,473 Source USACE PAX Newsletter 3.2.2, 25 May 2022                                                       
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment by MILCON Index Adjusted Cost
31010 Chemistry Lab (USACE PAX Newsletter, 20 March 2009)  $                        247.00                     9,000 SF   1.4917 $368.45 SF
21110 Aircraft Maintenance Hangar, General Purpose, up to 40 FT high  $                        417.00                 110,000 SF   0.9405 $392.19 SF
21120 Aircraft Component Repair Shop (USACE PAX Newsletter, 24 July 2014)  $                        267.67                   32,000 SF   1.2561 $336.23 SF
21140 Aircraft Engine Test Facility (USACE PAX Newsletter, 04 January 2011)  $                        229.00                   26,000 SF   1.4126 $323.48 SF
                  Average $355.09 SF
              PUC $355.09 SF
 
FAC  3121 Missile and Space RDT&E Facility UM =  SF RPAD Average Size                        12,019 Source USACE PAX Newsletter 3.2.2, 25 May 2022                                                       
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment by MILCON Index Adjusted Cost
31010 Chemistry Lab (USACE PAX Newsletter, 20 March 2009)  $                        247.00                     9,000 SF   1.4917  $                        368.45 SF
21110 Aircraft Maintenance Hangar, General Purpose, up to 40 FT high  $                        417.00                 110,000 SF   0.9405  $                        392.19 SF
21120 Aircraft Component Repair Shop (USACE PAX Newsletter, 24 July 2014)  $                        267.67                   32,000 SF   1.2561  $                        336.23 SF
21210 Missile Maintenance Facility (USACE PAX Newsletter, 20 March 2009)  $                        208.00                   10,300 SF   1.4917  $                        310.27 SF
                  Average  $                        351.78 SF
              PUC  $                        351.78 SF
 
FAC  3131 Ship and Marine RDT&E Facility UM =  SF RPAD Average Size 23,353 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/16 Industrial, Engineering (Research & Development) Building, Class B, Average, including elevator  $                          97.50 SF      $                    97.50 1.01  $                          98.48 SF
14/37 Sprinkler, 30,000 SF, Dry System, Average  $                             3.61 SF      $                      3.61 1.01  $                             3.65 SF
58/6 Bridge Crane, 10 ton, span = 75 LF, 2 EA  $                177,000.00 EA  $                      15.16 per UM  $                    15.16 1.02  $                          15.46 SF
58/6 Craneway, 200 LF x 2 = 400 LF  $                        255.50 LF  $                        0.02 per UM  $                      4.38 1.02  $                             4.46 SF
58/6 Craneway electrical conductor assembly  $                          35.75 LF  $                        0.01 per UM  $                      0.53 1.02  $                             0.54 SF
55/5 Overhead door, roll-up, 9’x9′ door, 81 SF/door, 3 EA  $                          25.90 SF of door  $                        0.27 per UM  $                      0.27 1.03  $                             0.28 SF
55/5 Overhead door electric operator, 3 EA  $                     2,065.00 EA  $                        0.27 per UM  $                      0.27 1.03  $                             0.27 SF
65/12 Dock bumpers, 10 LF, 3 EA  $                        816.50 LF 30 LF per UM  $                      1.05 1.03  $                             1.08 SF
65/12 Dock leveler, hydraulic, 3 EA  $                     9,375.00 EA 3 per UM  $                      1.20 1.03  $                             1.24 SF
65/12 Dock seal, 10″ projection, 3 EA  $                        835.00 EA 3 per UM  $                      0.11 1.03  $                             0.11 SF
65/12 Dock shelter, 3 EA  $                     2,317.50 EA 3 per UM  $                      0.30 1.03  $                             0.31 SF
              SUM  $                        125.87 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        128.20 SF
                PUC with Military Cost Premium 1.3319  $                        170.76 SF
          Inflated from FY 21 PUC 1.0834  $                        185.00 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (3-101-01 Architecture; and 4-300 RDT&E Facilities  do not provide guidance for this FAC.  

Building construction material No UFC criteria exist for component material. 
Applying the Marshall and Swift Selection Business Rule, the FAC is  Marshall & Swift Class B, Average Quality.
 
Facility size The average area for this FAC is 23,353 SF.
The Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage International Building Code Group B
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.  As general guidance, the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse averaging 1 dock per 7,500 sf of floor space.   For this FAC, 3 loading dock assemblies are provided.  
The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification (UFGS) .
The average number of floors above ground is 1.63 yielding 1 elevator for the maximum number of occupants applying  the Elevator Business Rule. 
The Marshall and Swift building selected for this FAC includes elevators as part of the unit price.
Inclusion and capacity of overhead cranes An overhead crane is provided, applying the Overhead Crane Business Rule.  A craneway is not included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exist for component material. 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 05 January 2021.
UFC 4-300-xx (Series), Research, Development, Test and Evaluation Facilities
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions: North American Office and Industrial Market, pg. 12.
UFGS-11 13 19.13, “Loading Dock Levelers,” August 2009, with Change 1, May 2019
 
FAC  3141 Tank and Automotive RDT&E Facility UM =  SF RPAD Average Size 11,285 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/16 Industrial, Engineering (Research & Development) Building, Class B, Average, including elevator (Deduct $2.48/SF for no included elevator)  $                          94.86 SF      $                    94.86 1.01  $                          95.81 SF
14/37 Sprinkler, 15,000 SF, Dry System, Average  $                             4.08 SF      $                      4.08 1.01  $                             4.12 SF
58/6 Bridge Crane, 10 ton, span = 75 LF  $                177,000.00 EA  $                      15.68 per UM  $                    15.68 1.02  $                          16.00 SF
58/6 Craneway, 175 LF x 2 = 350 LF  $                        255.50 LF  $                        0.03 per UM  $                      7.79 1.02  $                             7.94 SF
58/6 Craneway electrical conductor assembly  $                          35.75 LF  $                        0.03 per UM  $                      1.09 1.02  $                             1.11 SF
55/5 Overhead door, roll-up, 9 FT x 9 FT door, 81 SF/door  $                          25.90 SF of door  $                        0.56 per UM  $                      0.56 1.03  $                             0.57 SF
55/5 Overhead door electric operator  $                     2,065.00 EA  $                        0.55 per UM  $                      0.55 1.03  $                             0.57 SF
65/12 Dock bumpers, 10 lf, 3 EA  $                        816.50 LF 30 LF per UM  $                      2.17 1.03  $                             2.24 SF
65/12 Dock leveler, hydraulic, 3 EA  $                     9,375.00 EA 3 per UM  $                      2.49 1.03  $                             2.57 SF
65/12 Dock seal, 10″ projection, 3 EA  $                        835.00 EA 3 per UM  $                      0.22 1.03  $                             0.23 SF
65/12 Dock shelter, 3 EA  $                     2,317.50 EA 3 per UM  $                      0.62 1.03  $                             0.63 SF
              SUM  $                        131.79 SF
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        134.23 SF
                PUC with Military Cost Premium 1.3319  $                        178.79 SF
          Inflated from FY 21 PUC 1.0834  $                        193.70 SF
 
FAC  3151 Weapons RDT&E Facility UM =  SF RPAD Average Size 10,754 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Price Current Cost Multiplier Adjusted Cost
14/17 Laboratory  Building, Class A/B, Average, with complete HVAC, including elevator   $                        242.00 SF       1.01  $                        244.42 SF
58/6 Bridge Crane, 10 Ton, 1 EA, Span = 50 FT  $                141,000.00 EA 10,754 SF Conversion   1.02  $                          13.37 SF
58/6 Craneway, 10 Ton, 75 LF x 2 = 150 LF  $                        255.50 LF 0.0139 LF to UM   1.02  $                             3.64 SF
58/6 Craneway electrical conductor  $                          35.75 LF 0.0139 LF to UM   1.02  $                             0.51 SF
55/5 Overhead door, roll-up  $                          25.90 per SF door 81 SF per door  $                      0.20 1.03  $                             0.20 SF
55/5 Overhead door electric operator  $                     2,065.00 EA 1    $                      0.19 1.03  $                             0.20 SF
65/12 Dock bumpers  $                          55.38 LF 10    $                      0.05 1.03  $                             0.05 SF
65/12 Dock leveler  $                     8,975.00 EA 1    $                      0.83 1.03  $                             0.86 SF
65/12 Dock seal, 10″ projection  $                        797.50 EA 1    $                      0.07 1.03  $                             0.08 SF
65/12 Dock shelter  $                     2,205.00 EA 1    $                      0.21 1.03  $                             0.21 SF
14/37 Sprinkler, Dry System, 10,000 SF, Average  $                             4.38 SF       1.01  $                             4.42 SF
14/37 Hazard occupancy sprinkler (add 15% of sprinkler cost)  $                             0.66 SF       1.01  $                             0.66 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF       1.01  $                             2.03 SF
              Sum  $                        270.66 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        275.67 SF
                PUC with Military Cost Premium 1.3319  $                        367.17 SF
          Inflated from FY 21 PUC 1.0834  $                        397.80 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility.  The only UFC in the 4-300 Series for RDT&E facilities is UFC 4-390-01, “O&M: Unmanned Pressure Test Facilities Safety Certification Manual.”
 
Building construction material No UFC criteria exist for component material.  The reference to Marshall and Swift commercial and public utility/governmental utility buildings includes metal and masonry construction.
Selection of materials incorporated into the design must be consistent with the building use category  of UFC 1-200-01, “DoD Building Code (General Building Requirements),” 20 June 2016, with Change 1, 01 February 2018, “DoD Building Code;” UFC 3-600-01, “Fire Protection Engineering for Facilities;” and the International Building Code (IBC).  The building use category is H, Hazardous.
Facility size The average area for this FAC is 10,754 SF.
The building use category is H, Hazardous
Fire suppression system type, quality, and coverage UFC 1-200-01 and UFC 3-600-01 require compliance with the IBC. 
IBC Group H
Fire suppression has been included in this Replacement Unit Cost, consistent with the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading.  As general guidance, the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse averaging 1 dock per 7,500 sf of floor space.   For this FAC, 1 loading dock assembly are provided.  
The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification (UFGS).
Average number of floors above ground is 1.54, yielding 1 elevator in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes A bridge crane has been incorporated into the replacement unit cost in consonance with the Overhead Crane Business Rule.   A craneway is not included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exist for component material, other than those consistent with fire safety noted above in building construction material.  The reference to Marshall and Swift commercial and governmental utility buildings includes metal and masonry construction. 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 1-200-01, “DoD Building Code (General Building Requirements),” 20 June 2016, with Change 1, 01 February 2018
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016, with Change 6, 06 March 2021
IBC, 2021 edition
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions: North American Office and Industrial Market, pg. 12.
UFGS-11 13 19.13, “Loading Dock Levelers,” August 2009, with Change 1, May 2019
 
FAC  3161 Ammunition, Explosive and Toxic RDT&E Facility UM =  SF RPAD Average Size 3,466 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/17 Laboratory  Building, Class A/B, Average, with complete HVAC, including elevator (Deduct $2.64 SF for no included elevator)  $                        239.36 SF     1.01    $                        241.75 SF
58/6 Bridge Crane, 10 Ton, Span = 30 FT  $                117,000.00 EA 3,466 EA/SF Conversion 1.02    $                          34.43 SF
58/6 Craneway, 10 Ton, 2 x 75 FT = 150 LF  $                        255.50 LF 0.0433 x LF Conversion 1.02    $                          11.28 SF
58/6 Craneway electrical conductor  $                          35.75 LF 0.0433 x LF Conversion 1.02    $                             1.58 SF
14/37 Sprinkler, Dry System, 5,000 SF, average  $                             4.90 SF     1.01    $                             4.95 SF
14/37 Hazard occupancy sprinkler  $                             0.74 SF     1.01    $                             0.74 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF     1.01    $                             2.03 SF
              Sum  $                        296.76 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        299.51 SF
                PUC with Military Cost Premium 1.3319  $                        398.93 SF
          Inflated from FY 21 PUC 1.0834  $                        432.20 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility.  The only UFC in the 4-300 Series for RDT&E facilities is 4-390-01, “O&M: Unmanned Pressure Test Facilities Safety Certification Manual” which does not apply.
 
Building construction material No UFC criteria exist for component material.  The reference to Marshall and Swift commercial and public utility/governmental utility buildings includes metal and masonry construction.
Selection of materials incorporated into the design must be consistent with the building use category of UFC 1-200-01, “DoD Building Code;” UFC 3-600-01, “Fire Protection Engineering for Facilities;” and the International Building Code (IBC).
Facility size The average area for this FAC is 3,466 SF.
IBC Group H, Hazard
Fire suppression system type, quality, and coverage UFC 1-200-01 and UFC 3-600-01 require compliance with the IBC. 
IBC Group H, Hazard
Fire suppression has been included in this Replacement Unit Cost, consistent with the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes An overhead crane is provided in consonance with the Overhead Crane Business Rule.  A craneway is not included in the building’s unit cost.
Established standard for components or materials  No  UFC criteria exist for component material, other than those consistent with fire safety noted above in building construction material.  The reference to Marshall and Swift commercial and governmental utility buildings includes metal and masonry construction. 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 1-200-01, “DoD Building Code,” 8 October 2019, with Change 1, 1 October 2020
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 8 August 2016, with Change 6, 6 March 2021
IBC, 2021 edition
 
FAC  3171 Electronic and Communication RDT&E Facility UM =  SF RPAD Average Size 10,819 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/16 Industrial, Engineering (Research & Development) Building, Class B, Average, including elevator (Deduct $2.64/SF for no included elevator)  $                          94.86 SF      $                    94.86 1.01  $                          95.81 SF
14/37 Sprinkler, 10,000 SF, Dry System, Average  $                             4.38 SF      $                      4.38 1.01  $                             4.42 SF
55/5 Overhead door, roll-up, 81 SF/door  $                          25.90 SF  $                4,195.80    $                      0.39 1.03  $                             0.40 SF
55/5 Overhead door electric operation  $                     2,065.00    $                4,130.00    $                      0.38 1.03  $                             0.39 SF
65/12 Dock bumpers, 10 LF, 2 EA  $                          55.38 LF 20 LF per UM  $                      0.10 1.03  $                             0.11 SF
65/12 Dock leveler, hydraulic, 2 EA  $                     8,975.00 EA 2 per UM  $                      1.66 1.03  $                             1.71 SF
65/12 Dock seal, 10″ projection, 2 EA  $                        797.50 EA 2 per UM  $                      0.15 1.03  $                             0.15 SF
65/12 Dock shelter, 2 EA  $                     2,205.00 EA 2 per UM  $                      0.41 1.03  $                             0.42 SF
              SUM  $                        103.41 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        105.33 SF
                PUC with Military Cost Premium 1.3319  $                        140.29 SF
          Inflated from FY 21 PUC 1.0834  $                        151.99 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (3-101-01 Architecture; and 4-300 (series) RDT&E Facilities  do not provide guidance for this FAC.  

Building construction material No UFC criteria exist for component material. 
Applying the Marshall and Swift Selection Business Rule, the FAC is  Marshall & Swift RDT&E Building. Class B, Average Quality.
 
Facility size The average area for this FAC is 10.819 SF.
The Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage International Building Code (IBC) Group B
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.  As general guidance,  the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse averaging 1 dock per 7,500 sf of floor space.   For this FAC, 2 loading dock assemblies are provided.  
The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification (UFGS).
The average number of floors is 1.38, yielding 0 elevators for the maximum number of occupants applying  the Elevator Business Rule. 

Inclusion and capacity of overhead cranes No overhead crane is provided, applying the Overhead Crane Business Rule.   A craneway is not included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exist for component material 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 5 January 2021.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions: North American Office and Industrial Market, pg. 12.
UFGS-11 13 19.13, “Loading Dock Levelers,” August 2009, with Change 1, May 2019
IBC, 2021 edition
 
FAC  3181 Propulsion RDT&E Facility UM =  SF RPAD Average  Size 10,499 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Price Current Cost Multiplier Adjusted Cost
14/17 Laboratory  Building, Class A/B, Average, with complete HVAC (Deduct $2.64/SF for no included elevator)  $                        239.36 SF       1.01  $                        241.75 SF
58/6 Bridge Crane, 10 Ton, 1 ea., Span = 50 ft  $                141,000.00 EA 10499 SF Conversion   1.02  $                          13.70 SF
58/6 Craneway electrical conductor  $                          35.75 LF 0.02285932 LF to UM    1.02  $                             0.83 SF
58/6 Craneway, 10 Ton, 120 LF x 2  $                        255.50 LF 0.02285932 LF to UM    1.02  $                             5.96 SF
55/5 Overhead door roll-up, std. = 81 SF  $                          25.90 SF 81 SF per door  $                      0.20 1.03  $                             0.21 SF
55/5 Overhead door electric operator  $                     2,065.00 EA 1    $                      0.20 1.03  $                             0.20 SF
65/12 Dock bumpers, 10 LF, 1 set  $                          58.25 LF 10    $                      0.06 1.03  $                             0.06 SF
65/12 Dock leveler, hydraulic  $                     9,375.00 EA 1    $                      0.89 1.03  $                             0.92 SF
65/12 Dock seal, 10 ” projection  $                        835.00 EA 1    $                      0.08 1.03  $                             0.08 SF
65/12 Dock shelter  $                     2,317.50 EA 1    $                      0.22 1.03  $                             0.23 SF
14/37 Sprinkler, Wet System, 10,000 SF, Average  $                             3.34 SF       1.01  $                             3.37 SF
14/37 Hazard occupancy sprinkler (add 15% to sprinkler cost)  $                             0.50 SF       1.01  $                             0.51 SF
14/37 Sprinkler Early Suppression Fast Response system and pump  $                             2.01 SF       1.01  $                             2.03 SF
              Sum  $                        269.85 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        272.35 SF
                PUC with Military Cost Premium 1.2969  $                        353.21 SF
          Inflated from FY 21 PUC 1.0834  $                        382.67 SF
Note: “Section” refers to the A2257:L2265Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility.  The only UFC in the 4-300 Series for RDT&E facilities is UFC 4-390-01, “O&M: Unmanned Pressure Test Facilities Safety Certification Manual.”
 
Building construction material No UFC criteria exist for component material.  The reference to Marshall and Swift commercial and public utility/governmental utility buildings includes metal and masonry construction.  Selection of materials incorporated into the design must be consistent with the building use category  of UFC 1-200-01 , UFC 3-600-01  and the International Building Code (IBC).  The building use category is H, Hazardous.
Facility size The average area for this FAC is 10,499 SF.
The building use category is H, Hazardous.
Fire suppression system type, quality, and coverage UFC 1-200-01, and UFC 3-600-01 require compliance with the IBC. 
IBC Group H.
Fire suppression has been included in this Replacement Unit Cost, consistent with the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No specific requirement for a loading dock is found in a Unified Facilities Criteria.  A reasonable assumption is to include a loading dock based upon the function of this FAC.
The number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time for the specific design.  As general guidance,  the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse averaging 1 dock per 7,500 sf of floor space.  For this FAC, 1 loading dock assemblies is provided.  
The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification .
No elevator has been is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes A bridge crane has been incorporated into the replacement unit cost in consonance with the Overhead Crane Business Rule.  A craneway is not included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exist for component material, other than those consistent with fire safety noted above in building construction material.  The reference to Marshall and Swift commercial and governmental utility buildings includes metal and masonry construction. 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 1-200-01, “DoD Building Code,” 18 October 2019, with Change 1, 1 October 2020.
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016, with Change 6, 06 May 2021.
IBC, 2021 edition
 
FAC  3191 Miscellaneous Item and Equipment RDT&E Facility UM =  SF RPAD Average Size 8,689 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/16 Industrial, Engineering (Research & Development) Building, Class B, Average, including elevator (Deduct $2.64 for no included elevator) $94.86 SF     $94.86 1.01 $95.81 SF
14/37 Sprinkler, 10,000 SF, Dry System, Average $4.38 SF     $4.38 1.01 $4.42 SF
58/6 Bridge crane, 10 TN, 50 FT span $141,000.00 EA $16.23 per UM $16.23 1.02 $16.55 SF
58/6 Craneway, 10 TN, 100 FT x 2 = 200 FT $255.50 LF $5.88 per UM $5.88 1.02 $6.00 SF
58/6 Craneway electrical conductor assembly $35.75 LF $0.95 per UM $0.95 1.02 $0.97 SF
55/5 Overhead door, roll-up, 81 SF/door $25.90 SF $2,097.90   $0.24 1.03 $0.25 SF
55/5 Overhead door electric operation $2,065.00   $2,065.00   $0.24 1.03 $0.24 SF
65/12 Dock bumpers, 10 lf, 1 EA  $                          58.25 LF 10 LF per UM $0.07 1.03 $0.07 SF
65/12 Dock leveler, hydraulic, 1 EA  $                     9,375.00 EA 1 per UM $1.08 1.03 $1.11 SF
65/12 Dock seal, 10″ projection, 1 EA  $                        835.00 EA 1 per UM $0.10 1.03 $0.10 SF
65/12 Dock shelter, 1 EA  $                     2,317.50 EA 1 per UM $0.27 1.03 $0.27 SF
              SUM $125.80 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC $128.13 SF
                PUC with Military Cost Premium 1.3319 $170.66 SF
          Inflated from FY 21 PUC 1.0834  $                        184.89 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (UFC 3-101-01, Architecture; and UFC 4-300 (series), RDT&E Facilities)  do not provide guidance for this FAC.  

Building construction material No UFC criteria exist for component. material. 
Applying the Marshall and Swift  Selection Business Rule, the FAC is  Marshall & Swift RDT&E Building. Class B, Average Quality.
 
Facility size The average area for this FAC is 10,153 SF.
The Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage International Building Code Group B.
A fire sprinkler has been incorporated.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.  As general guidance,  the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse averaging 1 dock per 7,500 sf of floor space .  For this FAC, 1 loading dock assemblies are provided.  
The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification.
The average number of floors is 1.3 yielding 0 elevators for the maximum number of occupants, applying the Elevator Business Rule. 

Inclusion and capacity of overhead cranes One overhead crane is provided, applying the Overhead Crane Business Rule.  A craneway is not included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exist for component material.
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes  UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 05 January 2021.
 Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions: North American Office and Industrial Market,” pg. 12.
UFGS-11 13 19.13, “Loading Dock Levelers,” August 2009, with Change 1, May 2019
 
FAC  3201 Underwater RDT&E Facility UM =  SF RPAD Average Size 10,205 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Extended Cost Current Cost Multiplier Adjusted Cost
14/16 Industrial, Engineering (Research & Development) Building, Class B, Average, including elevator $97.50 SF     $97.50 1.01 $98.48 SF
14/37 Sprinkler, 10,000 SF, Dry System, Average $4.38 SF     $4.38 1.01 $4.42 SF
58/6 Bridge crane, 10 Ton, 50 FT span $141,000.00 EA $13.82 per UM $13.82 1.02 $14.09 SF
58/6 Craneway, 10 Ton, 100 FT x 2 = 200 FT $255.50 LF $5.01 per UM $5.01 1.02 $5.11 SF
58/6 Craneway electrical conductor assembly, 200 LF $35.75 LF $0.70 per UM $0.70 1.02 $0.71 SF
55/5 Overhead door, roll-up, 81 SF/door $25.90 SF $2,097.90   $0.21 1.03 $0.21 SF
55/5 Overhead door electric operation $2,065.00   $2,065.00   $0.20 1.03 $0.21 SF
65/12 Dock bumpers, 10 LF,  1EA  $                          58.25 LF 10 LF per UM $0.06 1.03 $0.06 SF
65/12 Dock leveler, hydraulic, 1 EA  $                     9,375.00 EA 1 per UM $0.92 1.03 $0.95 SF
65/12 Dock seal, 10″ projection, 1 EA  $                        835.00 EA 1 per UM $0.08 1.03 $0.08 SF
65/12 Dock shelter, 1 EA  $                     2,317.50 EA 1 per UM $0.23 1.03 $0.23 SF
              SUM $124.56 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC $126.86 SF
                PUC with Military Cost Premium 1.3319 $168.98 SF
          Inflated from FY 21 PUC 1.0834  $                        183.07 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (UFC 3-101-01, Architecture; and UFC 4-300 (series), Research, Development, Test, & Evaluation (RDT&E Facilities)), do not provide guidance for this FAC.  

Building construction material No UFC criteria exist for component material. 
Applying the Marshall and Swift Selection Business Rule, the FAC is MVG RDT&E Building. Class B, Average Quality.
Facility size The average area for this FAC is 10,205 SF.
The Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage International Building Code Group B.  A  fire sprinkler has been incorporated.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.  As general guidance, the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of industrial or warehouse averaging 1 dock per 7,500 sf of floor space.  For this FAC, 1 loading dock assembly is provided.  
The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification.
The average number of floors is 1.90 yielding 1 elevators for the maximum number of occupants applying the Elevator Business Rule. The Marshall and Swift RDT&E building, type 392, Class B building includes an elevator in the basic square foot cost.
Inclusion and capacity of overhead cranes One overhead crane is provided, applying the Overhead Crane Business Rule.  A craneway is not included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exist for component material. 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 05 January 2021.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions: North American Office and Industrial Market,” pg. 12.
UFGS-11 13 19.13, “Loading Dock Levelers,” August 2009, with Change 1, May 2019
 
FAC  3211 RDT&E Technical Service Facility UM =  SF RPAD Average Size                        14,691 Source  Set Equal to FAC 3101
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   FAC 3101   $                        416.80       N/A $416.80 SF
 
FAC  3711 RDT&E Range Building UM =  SF RPAD Average Size                          3,183 Source USACE PAX Newsletters 3.2.2, 25 May 2022
CATCODE Description Unit Cost Reference Size   Inflation Adjustment by MILCON Index Adjusted Cost
17123 Range Classroom Building $302.00                         800     0.9405 $284.03 SF
17213 Mission Command Training Center  $441.00                   66,000     0.9405 $414.76 SF
              PUC $349.40 SF
 
FAC  3712 RDT&E Range Facility UM =  EA Design Size                                  1 Source USACE PAX Newsletters 3.2.2;
Marshall and Swift Valuation, October 2021
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment by MILCON Index Adjusted Cost
62010 Underground Administrative Facility (USACE PAX Newsletter, 20 March 2009) $235.00                         230 SF   1.4917 $80,625.71 EA
17971 Control Tower – open observation deck (USACE PAX Newsletter,
4 April 2017)		 $606,194.00                             1 EA   1.0946 $663,533.49 EA
FAC 1321 Communications Facility (Marshall and Swift Valuation, October 2021 $35,023.57                             1 EA     $35,023.57 EA
              Sum $779,182.76 EA
              PUC $779,182.76 EA
 
FAC  3713 RDT&E Range Complex UM =  EA Design Size                                  1 Source USACE PAX Newsletters 3.2.2;
Marshall and Swift Valuation, October 2021
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment by MILCON Index Adjusted Cost
17123 Combined ROC/AAR-Digital Range (USACE PAX Newsletter, 04 January 2011) $207.00                     2,576 SF   1.4126 $753,230.50 EA
62010 Underground Administrative Facility (USACE PAX Newsletter, 20 Mar 2009) $235.00                         230 SF   1.4917 $80,625.71 EA
17971 Control Tower – open observation deck (USACE PAX Newsletter,
21 May 2021)		 $730,318.00                             1 EA   0.9593 $700,585.17 EA
85110 8″ Thick Reinforced Concrete Pavement, 4,500 PSI, 12-FT pass (USACE PAX Newsletter, 21 May 2021) $60.00                         147 SY   0.9405 $8,295.02 EA
FAC 1321 Communications Facility (Marshall and Swift Valuation / October 2021) $35,023.57                             1 EA       $35,023.57 EA
            Sum PUC $1,577,759.95 EA
 
FAC  3901 Miscellaneous RDT&E Facility UM =  EA RPAD Average Size                                  1 Source  Set Equal to FAC 3712
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   FAC 3712  $779,182.76 EA     N/A $779,182.76 EA
 
FAC  3902 RDT&E Area UM =  AC RPAD Average Size                        16,877 Source  No Replacement Cost Defined
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   N/A          N/A N/A AC
 
FAC  3903 Aerodynamic Wind Tunnel UM =  EA RPAD Average Size                                  1 Source Inflated from FY2021; Arnold AFB and
HQ AF/ILEP data, November 2000
CATCODE Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  Construction of new Wind Tunnel $43,156,724.00 EA   0.90 1.0834 $42,079,779.86 EA
                 PUC with Military Construction Premium  1.2185 $51,274,734.31 EA
Cost from Contract award 47PD0321C0004; construction of Flight Dynamics Research Facility, NASA Langley Research Center, Hampton, VA; September 2021
 
FAC  3904 Propulsion Engine Test Cell UM =  EA RPAD Average Size                        26,854 Source USACE PAX Newsletter 3.2.2, 4 January 2011;
Navy FY2008 Military Construction Program
CATCODE Description Unit Price Units Conversion Area Adjustment Inflation Adjustment Adjusted Cost
21140 Aircraft Engine Test Facility $229.00  SF                         26,854 SF to EA 1.06 1.4126 $9,207,930.32 EA
MILCON Engine Test Cell $9,590,000.00 EA NA   1.06 1.4759 $13,352,571.82 EA
                  Average $11,280,251.07 EA
  RPAD Average Size from 2021 RPAD average facility dimensions (263.8 FT * 101.8 FT)’ by 251′); 15 Asset Allocations.     Military Cost Premium not applied as cost derived from MILCON PUC $11,280,251.07 EA
Cost from MILCON project P-670, Construct Jet Engine Test Cell, MCAS New River, FY2008.
Area Cost Factor for Arlington, VA, derived from UFC 3-701-01, 17 March 2022, Table 4-1
 
FAC  4111 Bulk Liquid Fuel Storage  UM =  BL Design Size                        50,000 Source PACES 1.4
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G3060032001 Earthwork, Vertical Abv Grd Tank 5162.00 CY $136,270.33 $10,385.91 $14,605.21 $97,267.05 $161,261.45 CY
G3060032101 Concrete, Vertical Abv Grd Tank 151.00 CY $74,312.24 $76,614.34 $3,148.12 $83,626.55 $154,074.70 CY
G3060032201 Pipes And Fittings, Vertical Abv Grd Tank 1178.00 LF $73,125.83 $26,089.60 $0.00 $57,094.36 $99,215.43 LF
G3060032301 Electrical, Vertical Abv Grd Tank 12756.41 LF $248,709.77 $186,632.42 $0.00 $240,453.23 $435,342.19 LF
G3060032401 Controls, Vertical Abv Grd Tank 63.00 EA $43,041.03 $8,690.93 $1,024.85 $31,082.41 $52,756.81 EA
G3060032505 Tank, 6558200 L (55000 bbl), Vertical Abv Grd Tank 1.00 EA $0.00 $0.00 $0.00 $1,056,000.00 $1,376,580.00 EA
G3060032701 Concrete Covered Berm 951.75 LF $482,288.19 $51,650.52 $68,873.15 $361,804.43 $602,811.86 LF
G3060032703 Concrete Covered Basin 42460.28 SF $491,086.57 $352,401.19 $2,018.45 $468,404.82 $845,506.21 SF
G3060032902 Tank Reinforcing 11.00 TON $41,778.96 $7,004.56 $1,731.18 $29,945.21 $50,514.70 TON
              $2,425,678.06 $3,778,063.35  
   2021 RPAD Average size = 193,936 BL          PUC $75.56 BL
 
FAC  4112 Large Bulk Liquid Fuel Storage  UM =  BL Design Size                      150,000 Source PACES 1.4
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G3060032001 Earthwork, Vertical Abv Grd Tank 12252.00 CY $324,008.36 $24,694.45 $34,726.64 $230,863.21 $383,429.44 CY
G3060032101 Concrete, Vertical Abv Grd Tank 358.00 CY $176,494.98 $181,962.58 $7,476.93 $198,266.92 $365,934.49 CY
G3060032201 Pipes And Fittings, Vertical Abv Grd Tank 2797.00 LF $173,933.78 $62,055.53 $0.00 $135,562.76 $235,989.30 LF
G3060032301 Electrical, Vertical Abv Grd Tank 34696.18 LF $677,660.16 $508,517.85 $0.00 $654,009.11 $1,186,178.00 LF
G3060032401 Controls, Vertical Abv Grd Tank 151.00 EA $103,343.92 $20,867.42 $2,460.71 $74,499.11 $126,672.05 EA
G3060032505 Tank, 6558200 L (55000 bbl), Vertical Abv Grd Tank 1.00 EA $0.00 $0.00 $0.00 $2,232,000.00 $2,909,590.00 EA
G3060032701 Concrete Covered Berm 1571.76 LF $797,876.90 $85,448.41 $113,940.78 $597,499.06 $997,266.09 LF
G3060032703 Concrete Covered Basin 115800.75 SF $1,341,690.97 $962,790.51 $5,514.58 $1,277,467.55 $2,309,996.00 SF
G3060032902 Tank Reinforcing 30.00 TON $114,143.73 $19,137.07 $4,729.73 $81,668.75 $138,010.54 TON
              $5,481,836.47 $8,653,065.91  
   2021 RPAD Average size = 193,936 BL          PUC $57.69 BL
 
FAC  4113 Cut-and-Cover Bulk Liquid Fuel Storage UM =  BL Design Size                        50,000 Source PACES 1.4
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
G3060032007 Earthwork, Cut And Covered Tank 7796.07 CY $6,446,225.60 $19,273,272.00 $22,057.97 $13,068,418.83 $25,741,555.00 CY
G3060032107 Concrete, Cut And Covered Tank 150.00 CY $71,188.40 $47,859.23 $3,127.27 $68,111.40 $122,174.91 CY
G3060032207 Pipes And Fittings, Cut And Covered Tank 1100.00 LF $4,258,398.79 $1,666,248.92 $256,894.22 $3,551,533.81 $6,181,541.00 LF
G3060032307 Electrical, Cut And Covered Tank 12018.58 LF $177,682.10 $138,819.30 $0.00 $174,376.38 $316,501.41 LF
G3060032407 Controls, Cut And Covered Tank 60.00 EA $40,991.45 $8,641.61 $976.04 $29,774.58 $50,609.11 EA
G3060032583 Tank, 7948000 L (50000 bbl) Cut And Cover 1.00 EA $10,052.76 $1,810.01 $12.59 $7,016.95 $11,875.37 EA
G3060032902 Tank Reinforcing 1.50 TON $5,697.13 $955.17 $236.07 $4,083.44 $6,888.37 LF
              $16,903,315.39 $32,431,145.17  
   2021 RPAD Average size = 98,843 BL          PUC $648.62 BL
 
FAC  4114 Small Bulk Storage UM =  GA RPAD Average Size 4,114 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
61/6 Above Ground Fuel Storage, 1,000 GA, double wall  $                   14,200.00 EA 1000 EA to GA 1.02   $14.48 GA
61/6 Horizontal Bulk Storage, 1,500 GA   $                     5,050.00 EA 1500 EA to GA 1.02   $3.43 GA
              Average $8.96 GA
51/2 Backfill and Compaction, confined area , medium earth  $                          31.50 CY 0.0259 CY to GA 1.05   $0.86 GA
53/10 Water Well, w/o pump, 130′ deep, 5″ casing, Average, assume 2 monitoring wells  $                          37.00 FT 0.0316 FT to GA 1.04   $2.43 GA
51/2 Geotextile Fabric   $                             2.73 SY 0.0357 SY to GA 1.05   $0.10 GA
  Containment berm assume 60′ x 6′ x 8′ = 2,880 CF = 106.7 CY; for Geotextile fabric area:  1,320 SF = 146.7 SY         Sum $12.35 GA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC $12.24 GA
                 PUC with Military Construction Premium  1.0210 $12.49 GA
          Inflated from FY 21 PUC 1.0834  $                          13.54 GA
 
FAC  4121 Bulk Liquid Storage, Other Than Fuel UM =  GA RPAD Average Size                        34,650 Source Marshall & Swift Valuation, October 2021:
USACE PAX Newsletter 3.2.2, 25 May 2022;
USACE PAX Newsletter 3.2.2, 04 Jan 2011
Section/ CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier Normalizing for Location Adjusted Cost
61/3 Bolted Steel Water Tank, 30,000 GA $61,250.00 EA 30,000 GA/EA 1.19 1.00 $2.43 GA
84610 Aboveground Pre-stressed Concrete Tank, Ground Water Storage Tanks $255,230.00 EA 100,000 GA/EA 0.9405 $2.40 GA
41150 Liquid Fuel Storage Tank – Bulk AGST (Reference Size: 105,000 BL) $91.00  BL  42 GA/BL 1.4126 $3.06 GA
              PUC $2.63 GA
 
FAC  4122 Liquid Oxygen Storage UM =  SF RPAD Average Size                          1,658 Source Inflated from FY2021;
FY2006 PACES and RS Means
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   FAC 4122  $65.82       1.0834 $71.31 SF
 
FAC  4211 Ammunition Storage, Depot and Arsenal UM =  SF RPAD Average Size                          2,739 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
42120 Hi Explosive Magazine w/Crane  $                        497.00                     9,300     0.9405 $467.43 SF
              PUC $467.43 SF
 
FAC  4221 Ammunition Storage, Installation UM =  SF RPAD Average Size                          2,291 Source USACE PAX Newsletter 3.2.2, 30 May 2018
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
42183 General Purpose Magazine w/o Crane  $                        519.00                     9,600     1.0834 $562.28 SF
              PUC $562.28 SF
 
FAC  4222 Ammunition Storage Shed, Installation UM =  SF RPAD Average Size                          1,760 Source USACE PAX Newsletter 3.2.2, 20 May 2020
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment by MILCON Index Adjusted Cost
44222 Storage Shed (Covered, not Enclosed)  $                          77.00                     2,250 SF   0.9785 $75.34 SF
              PUC $75.34 SF
 
FAC  4231 Liquid Propellant Storage, Ammunition Related UM =  GA RPAD Average Size 19,918 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK   Units Conversion Current Cost Multiplier   Adjusted Cost
61/8 Welded Steel Pressure Tank, 20,000 GA  $                157,000.00 EA 19,918 SF to GA  Conversion 1.02    $                             8.04 GA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2020 DoD ACF for Arlington, VA 1.08  
                  PUC  $                             7.97 GA
                 PUC with Military Construction Premium  1.0210  $                             8.13 GA
          Inflated from FY 21 PUC 1.0834  $                             8.81 GA
 
FAC  4241 Battery Storage, Weapon Related UM =  SF RPAD Average Size                          1,779 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment by MILCON Index Adjusted Cost
21850 Battery Shop  $                        321.00                         600 SF   0.9405 $301.90 SF
43211 Cold Storage Warehouse, w/o Processing  $                        705.00                     1,184 SF   0.9405 $663.05 SF
                  Average $482.48 SF
              PUC $482.48 SF
 
FAC  4251 Open Ammunition Storage UM =  SY RPAD Average Size 1,822 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/1 Aggregate (rock) Base, 4″, per SF  $                             0.78 SF 9 SF / SY 1.03    $                             7.23 SY
66/1 Paving, 4″ Asphaltic Concrete, per SF  $                             2.29 SF 9 SF / SY 1.03    $                          21.23 SY
66/1 Paving, 6″ Concrete, per SF  $                             4.07 SF 9 SF / SY 1.03    $                          37.73 SY
            Average Asphalt and Concrete  $                          29.48 SY
              Sum  $                          36.71 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
            PUC  $                          36.37 SY
                PUC with Military Cost Premium 1.0906  $                          39.66 SY
          Inflated from FY 21 PUC 1.0834  $                          42.97 SY
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (3-500 Electrical, 4-200 Maintenance and Production Facilities, and 4-800 Utilities and Ground Improvements Series) is not provided for this type of facility. 
FAC 4251 aggregates 5 category codes – 1 Air Force, 1 Army and 3 Navy; Navy category codes include a container holding yard (empty) and a barricaded module.
Building construction material No UFC criteria exist for component material.  The calculation using Marshall and Swift averages asphalt and concrete paved storage areas. 
Facility size The average area for this FAC is 1,822 SY. 

Fire suppression system type, quality, and coverage UFC 3-600-01 states this type of facility must be located (“sited”) in accordance with DoD 6055.09-M, but that sprinklers and hydrant protection are not required for ammunition/explosive storage facilities.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  No UFC criteria exist for component material.  The reference to Marshall and Swift commercial and governmental utility buildings includes metal and masonry construction.
Applicable Business Rules • M&S Selection Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 6, 6 May 2021
 
FAC  4311 Cold Storage, Depot UM =  SF RPAD Average Size 24,809 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/24 Cold Storage Facility, Class A/B, Average  $                          86.50 SF     1.03    $                          89.10 SF
14/24 Complete HVAC, Excellent, Sharp Freeze, Extreme Climate  $                          22.95 SF     1.03    $                          23.64 SF
14/37 Sprinkler, dry, 30,000 SF, Average  $                             3.61 SF     1.03    $                             3.72 SF
              Sum  $                        116.45 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        117.53 SF
             PUC with Military Construction Premium      1.1687  $                        137.36 SF
          Inflated from FY 21 PUC 1.0834  $                        148.81 SF
 
FAC  4321 Cold Storage, Installation UM =  SF RPAD Average Size 9,135 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/24 Cold Storage Facility, Class A/B, Average  $                          86.50 SF     1.18    $                        101.64 SF
14/24 Complete HVAC, Good,  Chiller/Freezer, Extreme Climate  $                          19.65 SF     1.18    $                          23.09 SF
14/37 Sprinkler, dry, 10,000 SF, average  $                             4.38 SF     1.18    $                             5.15 SF
              Sum  $                        129.87 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        130.49 SF
                 PUC with Military Construction Premium  1.1652  $                        152.04 SF
 
FAC  4411 Covered Storage Building, Depot UM =  SF RPAD Average Size                        17,663 Source Table 2, UFC 3-701-1, 23 May 2018
CATCODE Description Unit Cost Reference Size     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Warehouse/Storage Facilities: Storage Building – Large (> 15,000 SF), High Bay (Stack Height > 16 FT)  $                        209.00                   21,000     1.2075  $                        252.37 SF
              PUC  $                        252.37 SF
 
FAC  4412 Covered Storage Shed, Depot UM =  SF RPAD Average Size                        11,718 Source USACE PAX Newsletter 3.2.2, 20 March 2020
CATCODE Description Unit Cost Reference Size UM Inflation Adjustment by MILCON Index Adjusted Cost
44222 Storage Shed (Covered, not Enclosed)  $                          77.00                     2,250 SF   0.9785 $75.34 SF
              PUC $75.34 SF
 
FAC  4413 Hazardous Materials Storage, Depot UM =  SF RPAD Average Size                          4,299 Source Table 2, UFC 3-701-1, Change 5, October 2012
  Description Unit Cost Reference Size     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Warehouse/Storage Facilities:  Hazardous / Flammable Storage  $                        367.00 4,300     1.4643 $537.38 SF
              PUC $537.38 SF
 
FAC  4414 Controlled Humidity Storage, Depot UM =  SF RPAD Average Size 21,481 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Extended Price Current Cost Multiplier Adjusted Cost
14/24 Cold Storage Facility, Class A/B, Average, Moderate Climate HVAC  $                          86.50 SF       1.18  $                        101.64 SF
55/5 Overhead door, roll-up, standard, 9’x9′ doors @ 81 SF, 13 each  $                          30.63 SF of door 1,053 SF total  $                      1.50 1.07  $                             1.61 SF
55/5 Overhead door electric operator  $                     2,435.00 EA 13 EA  $                      1.47 1.07  $                             1.58 SF
65/12 Dock bumper, horizontal, 10 FT length, each door  $                          58.25 EA 130 LF  $                      0.35 1.21  $                             0.43 SF
65/12 Dock leveler, hydraulic  $                     9,375.00 EA 13 EA  $                      5.67 1.21  $                             6.87 SF
65/12 Dock seal, 10- inch projection  $                        835.00 EA 13 EA  $                      0.51 1.21  $                             0.61 SF
65/12 Dock shelter  $                     2,317.50 EA 13 EA  $                      1.40 1.21  $                             1.70 SF
14/37 Sprinkler, Dry System, 20,000 SF, Average  $                             3.85 SF       1.18  $                             4.52 SF
              Sum  $                        118.94 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        119.51 SF
                PUC with Military Cost Premium 1.1687  $                        139.67 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 4-440-01, “Warehouse and Storage Facilities,” provides general guidance for this FAC.
 
Building construction material UFC 4-440-01 states a controlled humidity warehouse is similar to a general purpose warehouse except that it is designed with enhanced features for humidity control.
UFC 4-440-01 allows the use of insulated metal siding, brink or concrete masonry, or tilt-up precast or cast in place concrete panels.  
This is consistent with the type of building selected using the M&S Business Rule, the FAC is MVG Class B, Average Quality. 

Facility size The average area of this FAC is 21,481 SF, based on 374 records in the 2021 RPAD.
The International Building Code (IBC) Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage IBC Group B
UFC 4-440-01 requires compliance with the National Fire Protection Association (NFPA) 13  and UFC 3-600-01 .  UFC 3-600-01 refers the designer to the IBC.  The Fire Sprinkler Business Rule incorporates the requirements of NFPA, UFC 3-600-01 and the IBC.  Application of the Fire Sprinkler Business Rule requires a sprinkler system to be installed in this type of facility.
Inclusion of a loading dock or similar ancillary feature Unified Facilities Criteria (UFC) 4-440-01 sets a requirement for loading docks.  The number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time for the specific design. Although the number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time, the Commercial Real Estate Development Association (NAIOP)  provides an estimate of the average number of loading docks per square foot of warehouse space: 1:10,000. For this FAC, 13 loading dock assemblies are provided.  An elevator is not provided as the average number of floors is 1.13; applying the Elevator Business Rule, no elevator is incorporated.   Unified Facilities Guide Specification (UFGS) 11 13 19.13, Loading Dock Levelers, applies.
Inclusion and capacity of overhead cranes UFC 4-440-01 states that overhead bridge cranes may not be required.  Because bridge cranes are not required, no overhead crane is included, applying the Overhead Crane Business Rule.  
Established standard for components or materials  UFC 4-440-01 provides the criteria for component material.
 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 4-440-01, “Warehouse and Storage Facilities,” 01 October 2014.
NFPA 13, “Standard for the Installation of Fire Sprinkler Systems,” 2016 Edition.
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 6, 06 May 2021.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions: North American Office and Industrial Market.”
IBC, 2021 edition.
 
FAC  4421 Covered Storage Building, Installation UM =  SF RPAD Average Size                          7,335 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Warehouse/Storage Facilities: General Purpose – Small (< 15,000 SF), Low Bay (Stack Height < 16 FT)                               8,300  $               330.00     NA;  GUCs are as of October 2021  $                        330.00 SF
              PUC  $                        330.00 SF
                       
FAC  4422 Covered Storage Shed, Installation UM =  SF RPAD Average Size                          2,880 Source USACE PAX Newsletter 3.2.2, 20 March 2020
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
44222 Storage Shed (Covered, not Enclosed), ORTC                               2,250  $                 77.00     0.9785  $                          75.34 SF
              PUC  $                          75.34 SF
 
FAC  4423 Hazardous Materials Storage, Installation UM =  SF RPAD Average Size                          1,394 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Reference Size Unit Cost   Inflation Adjustment by MILCON Index Adjusted Cost
44135 Hazardous Material Storage Building – Tactical Equipment Maintenance Facility (TEMF) 375 $619.00   0.9405 $582.17 SF
  (Use same unit cost as CATCODE 21470, Hazardous Waste Storage –  TEMF)           PUC $582.17 SF
 
FAC  4424 Controlled Humidity Storage, Depot UM =  SF RPAD Average Size 21,319 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Per UM No. of Docks or SF door Extended Price Current Cost Multiplier Adjusted Cost
14/24 Cold Storage Facility, Class A/B, Average, Moderate Climate HVAC  $                          86.50 SF       1.18  $                        101.64 SF
55/5 Overhead door, roll-up, standard 9 FT x 9 FT’ door, 6 EA @ 81 SF  $                          30.63 per SF-door $0.0014 486  $                      0.70 1.07  $                             0.74 SF
55/5 Overhead door, electric operator  $                     2,435.00 EA $0.11 6  $                      0.69 1.07  $                             0.73 SF
65/12 Dock bumper, horizontal, 10 FT length each door  $                          58.25 EA $0.00 60  $                      0.16 1.21  $                             0.20 SF
65/12 Dock leveler, hydraulic  $                     9,375.00 EA $0.44 6  $                      2.64 1.21  $                             3.19 SF
65/12 Dock seal, 10-inch projection  $                        835.00 EA $0.04 6  $                      0.24 1.21  $                             0.28 SF
65/12 Dock shelter  $                     2,317.50 EA $0.11 6  $                      0.65 1.21  $                             0.79 SF
14/37 Sprinkler, Dry System, 20,000K SF, Average  $                             3.85 SF       1.18  $                             4.52 SF
              Sum  $                        112.10 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        112.63 SF
                PUC with Military Cost Premium 1.1687  $                        131.63 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 4-440-01, Warehouse and Storage Facilities , provides general guidance for this FAC. 
Building construction material UFC 4-440-01 states a controlled humidity warehouse is similar to a general purpose warehouse except that it is designed with enhanced features for humidity control.
UFC 4-440-01 allows the use of insulated metal siding, brink or concrete masonry, or tilt-up precast or cast in place concrete panels .  
This is consistent with the type of building selected using the Marshall & Swift Business Rule, the FAC is MVG Class B, Average Quality. 

Facility size The average area of this FAC is 21,319 SF, based on the 2020 RPAD.
The International Building Code (IBC) Occupancy Group assigned is B, Business.
Fire suppression system type, quality, and coverage IBC Code Group B.
UFC 4-440-01 requires compliance with the NFPA 13  and UFC 3-600-01.  UFC 3-600-01 refers the designer to the IBC.  The Fire Sprinkler Business Rule incorporates the requirements of NFPA, UFC 3-600-01 and the IBC. Application of the Fire Sprinkler Business Rule requires a sprinkler system to be installed in this type of facility.
Inclusion of a loading dock or similar ancillary feature UFC 4-440-01 sets a requirement for loading docks.   A reasonable assumption is to include a loading dock based upon the function of this FAC.  The number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time for the specific design.  Although the number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time, the Commercial Real Estate Development Association (NAIOP)  provides an estimate of the average number of loading docks per square foot of warehouse space: 1:10,000.  For this FAC, 6 loading dock assemblies are provided.  An elevator is not provided as the average number of floors is 1.04; applying the Elevator Business Rule, no elevator is incorporated.

Inclusion and capacity of overhead cranes UFC 4-440-01 states that overhead bridge cranes may not be required.  Because bridge cranes are not required, no overhead crane is included, applying the Overhead Crane Business Rule.  
Established standard for components or materials  UFC 4-440-01 provides the criteria for component material.
 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 6, 06 May 2021
UFC 4-440-01, “Warehouse and Storage Facilities,” 01 October 2014, with Change 1, 01 April 2019.
NFPA Standard 13, “Standard for the Installation of Fire Sprinkler Systems,” 2022
Commercial Real Estate Development Association, NAIOP Research Foundation, “Commercial Real Estate Terms and Definitions,” 2017.
UFGS-11 13 19.13, “Loading Dock Levelers,” August 2009, with Change 1, May 2019
IBC, 2021 edition                         
 
FAC  4425 Vehicle Storage, Covered UM =  SF RPAD Average Size 8,311 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/34 Storage Garage, Class A-B, Average  $                          79.00 SF     1.18    $                          92.83 SF
14/37 Sprinkler, Wet System, 10,000 SF, Average  $                             3.34 SF     1.18    $                             3.92 SF
              Sum  $                          96.75 SF
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          99.49 SF
                 PUC with Military Construction Premium  1.1256  $                        111.98 SF
 
FAC  4426 Storage Silo, Loose Material UM =  SF RPAD Average Size 2,307 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
17/16 Material Storage Building, Class S, Average  $                          26.00 SF     1.14    $                          29.64 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.03  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          28.80 SF
             PUC with Military Construction Premium      1.0906  $                          31.41 SF
 
FAC  4427 Small Arms Storage, Installation UM =  SF RPAD Average Size                          2,572 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment
by MILCON Index		 Adjusted Cost
GUC Armory / Weapons Storage Facility                             10,000  $               351.00     NA;  GUCs are as of October 2021  $                        351.00 SF
              PUC  $                        351.00 SF
 
FAC  4428 Storage and Customer Issue UM =  SF RPAD Average Size 13,404 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units 87.5 Current Cost Multiplier   Adjusted Cost
13/28 Discount Store, Class A-B, Average  $                          87.50 SF     1.18    $                        103.25 SF
13/40 Sprinkler, Wet System, 15,000 SF, Average  $                             3.42 SF     1.18    $                             4.04 SF
              Sum  $                        107.29 SF
  Class B Facility selected for M&S current cost and local multipliers   Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        107.79 SF
                 PUC with Military Construction Premium  1.1026  $                        118.85 SF
 
FAC  4511 Open Storage, Depot UM =  SY RPAD Average Size 10,261 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/1 Aggregate (rock) Base, 4″, per SF  $                             0.78 SF 9 SF / SY 1.21    $                             8.49 SY
66/1 Paving, 4″ Asphaltic Concrete, per SF  $                             2.29 SF 9 SF / SY 1.21    $                          24.94 SY
66/1 Paving, 6″ Concrete, per SF  $                             4.07 SF 9 SF / SY 1.21    $                          44.32 SY
          Average Asphalt and Concrete Unit Costs  $                          34.63 SY
              Sum  $                          43.12 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
              PUC  $                          43.12 SY
         PUC with Military Construction Premium      1.0906  $                          47.03 SY
 
FAC  4521 Open Storage, Installation UM =  SY RPAD Average Size 13,867 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/1 Aggregate (rock) Base, 4″, per SF  $                             0.78 SF 9 SF / SY 1.21    $                             8.49 SY
66/1 Paving, 4″ Asphaltic Concrete, per SF  $                             2.29 SF 9 SF / SY 1.21    $                          24.94 SY
66/1 Paving, 6″ Concrete, per SF  $                             4.07 SF 9 SF / SY 1.21    $                          44.32 SY
          Average Asphalt and Concrete Unit Costs  $                          34.63 SY
              Sum  $                          43.12 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
            PUC  $                          43.12 SY
                PUC with Military Cost Premium 1.0906  $                          47.03 SY
 
FAC  5100 Hospital UM =  SF RPAD Average Size                      174,570 Source USACE PAX Newsletter 3.2.2, 24 July 2014
CATCODE Description Reference Size Unit Cost UM Inflation Adjustment by MILCON Index Adjusted Cost
51010 Inpatient Hospital/Medical Center  Varies   $               458.11 SF   1.2561 $575.43 SF
              PUC $575.43 SF
 
FAC  5302 Medical Laboratory UM =  SF RPAD Average Size 7,432 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/17 Laboratory Building, Class A-B, Average, including elevators  $                        242.00 SF     1.03    $                        249.26 SF
14/37 Sprinkler, Dry System, 10,000 SF, Average  $                             4.38 SF     1.03    $                             4.51 SF
55/5 Overhead door, roll-up, standard, 9’x9′ doors @ 81 SF, 1 each  $                          25.90 SF  $                        0.28 per door 1.03    $                             0.29 SF
55/5 Overhead door electric operator  $                     2,065.00 EA  $                        0.28 per door 1.03    $                             0.29 SF
65/12 Dock bumper, horizontal, 10 FT length each door  $                          58.25 LF  $                        0.08 per door 1.03    $                             0.08 SF
65/12 Dock leveler, hydraulic  $                     9,375.00 EA  $                        1.26 per door 1.03    $                             1.30 SF
65/12 Dock seal, 10-inch projection  $                        835.00 EA  $                        0.11 per door 1.03    $                             0.12 SF
65/12 Dock shelter  $                     2,317.50 EA  $                        0.31 per door 1.03    $                             0.32 SF
              Sum  $                        256.17 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
            Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        258.54 SF
                PUC with Military Cost Premium 1.3319  $                        344.36 SF
          Inflated from FY 21 PUC 1.0834  $                        373.08 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility.  The only UFC in the 4-300 Series for Research, Development, Test and Evaluation (RDT&E) facilities is 4-390-01, “O&M: Unmanned Pressure Test Facilities Safety Certification Manual.”
 
Building construction material No UFC criteria exist for component material.  The reference to MVG commercial and public utility/governmental utility buildings includes metal and masonry construction.  Selection of materials incorporated into the design must be consistent with the building use category  of UFC 1-200-01 , UFC 3-600-01  and the International Building Code (IBC). 
Facility size The average area for this FAC is 11,372 SF. 
IBC Business Group B
Fire suppression system type, quality, and coverage • UFC 1-200-01 and UFC 3-600-01 require compliance with the IBC. 
• IBC Group B
• Fire suppression has been included in this Replacement Unit Cost, consistent with the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock
An elevator is provided in consonance with the Elevator Business Rules.  The type of Marshall and Swift building selected, Laboratory Building, Class B Average, includes elevators as part of the basic building valuation.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  A craneway is not included in the building’s unit cost.
Established standard for components or materials  No UFC criteria exist for component material, other than those consistent with fire safety noted above in building construction material.
 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 1-200-01, “DoD Building Code,” 8 October 2019, with Change 1, 01 October 2020
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 6, 06 May 2021.
IBC, 2021 edition
 
FAC  5303 Morgue UM =  SF RPAD Average Size 7,024 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
11/32 Mortuary/Funeral Home, Class A-B, Average  $                        181.00 SF     1.07    $                        193.67 SF
11/35 Sprinkler, Wet System, 10,000 SF, Average  $                             3.66 SF     1.07    $                             3.92 SF
              Sum  $                        197.59 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.09  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        199.42 SF
                 PUC with Military Construction Premium  1.3319  $                        265.61 SF
          Inflated from FY 21 PUC 1.0834  $                        287.76 SF
 
FAC  5304 Veterinary Facility UM =  SF RPAD Average Size 3,795 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/28 Veterinary Hospital, Class A-B, Average, including elevator (Deduct $4.32/SF for no included elevator)  $                        208.68 SF     1.18    $                        245.20 SF
15/37 Sprinkler, Wet System, 5,000 SF, Average  $                             4.49 SF     1.18    $                             5.28 SF
              Sum  $                        250.47 SF
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
      Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        251.66 SF
             PUC with Military Construction Premium      1.3319  $                        335.19 SF
 
FAC  5306 Medical Warehouse UM =  SF RPAD Average Size 11,919 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/24 Cold Storage Facility, Class A-B, Average  $                          86.50 SF     1.18    $                        101.64 SF
14/24 HVAC, Controlled Atmosphere Environmental Buildings, Fruits-Conditioned Air, Moderate Climate  $                          24.25 SF     1.18    $                          28.49 SF
14/37 Sprinkler, Dry System, 10,000 SF, Average  $                             4.38 SF     1.18    $                             5.15 SF
              Sum  $                        135.28 SF
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
      Divided by 2021 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        135.92 SF
                 PUC with Military Construction Premium  1.2982  $                        176.45 SF
 
FAC  5307 Ambulance Shelter UM =  SF RPAD Average Size 1,813 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/34 Storage Garage, Class B, Average, including elevator  $                          79.00 SF     1.19    $                          94.01 SF
14/37 Sprinkler, Wet System, 2,500 SF, Average  $                             4.15 SF     1.19    $                             4.94 SF
              Sum  $                          98.95 SF
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        100.82 SF
             PUC with Military Construction Premium      1.1200  $                        112.91 SF
 
FAC  5400 Dental Facility UM =  SF RPAD Average Size                        11,890 Source Table 2, UFC 3-701-1, 23 May 2018
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Dental Clinic                             17,000  $               552.00     1.2075  $                        666.55 SF
              PUC  $                        666.55 SF
 
FAC  5500 Dispensary And Clinic UM =  SF RPAD Average Size                        17,476 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Medical Clinic (Small, Free Standing < 60,000 SF)                             35,000  $               502.00     NA;  GUCs are as of October 2021  $                        502.00 SF
              PUC  $                        502.00 SF
                       
FAC  5501 Ambulatory Care Clinic UM =  SF RPAD Average Size                      102,518 Source Table 2, UFC 3-701-1, Change 5, 3 February 2020
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Medical Clinic (Large, Free Standing > 60,000 SF)                          120,000  $               360.00     1.0946  $                        394.05 SF
              PUC  $                        394.05 SF
 
FAC  6100 General Administrative Building UM =  SF RPAD Average Size                          9,741 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Administrative Facilities: Multi-Purpose Admin                             45,000  $               503.00     NA;  GUCs are as of October 2021  $                        503.00 SF
              PUC  $                        503.00 SF
 
FAC  6101 Small Unit Headquarters Building UM =  SF RPAD Average Size                        11,294 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Headquarters/Operations Buildings: Company Level (Lowest Level)                             17,000  $               367.00     NA;  GUCs are as of October 2021  $                        367.00 SF
              PUC  $                        367.00 SF
 
FAC  6102 Large Unit Headquarters Building UM =  SF RPAD Average Size                        12,221 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Headquarters/Operations Buildings: Brigade/Division Wing HQs
(Upper Level)		                             80,000  $               377.00     NA;  GUCs are as of October 2021  $                        377.00 SF
              PUC  $                        377.00 SF
 
FAC  6103 Printing And Reproduction Plant UM =  SF RPAD Average Size 6,927 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/14 Industrial, Light Manufacturing, Class B, Average  $                          80.00 SF     1.19    $                          95.20 SF
14/37 Sprinkler, Wet System, 10,000 SF, Average  $                             3.34 SF     1.19    $                             3.97 SF
              Sum  $                          99.17 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.08  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        101.05 SF
                 PUC with Military Construction Premium  1.1861  $                        119.85 SF
 
FAC  6104 Automated Data Processing Center UM =  SF RPAD Average Size 12,410 Source Table 2, UFC 3-701-1, Change 10, May 2016
  Description Reference Size Unit Cost   Inflation Adjustment by MILCON Index Adjusted Cost
GUC Administrative Facilities, Data Processing Area Facility (Includes Admin and Storage) 26,000  $               294.00   1.3052  $                        383.72 SF
              PUC  $                        383.72 SF
 
FAC  6105 Pentagon UM =  SF RPAD Average Size                      227,136 Source Inflated from 2021;
WHS-reported Construction Cost
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
   FY21 PUC   $                        751.24       1.0834  $                        813.89 SF
              PUC  $                        813.89 SF
 
FAC  6106 Remote Delivery Facility UM =  SF RPAD Average Size                      197,384 Source USACE PAX Newsletter 3.2.2, 30 May 2018
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
21910 Engineering/Housing Maintenance Shop  $                        287.00                     8,200     1.0834  $                        310.93 SF
  WHS CATCode is 219252, Engineer Maintenance Facility/Remote Delivery Facility     Average PUC  $                        310.93 SF
 
FAC  6107 General Administrative Building, High-Rise UM =  SF RPAD Average Size 326,900 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/17 Office Building, Class A, Good, including elevators  $                        228.00 SF     1.18    $                        269.04 SF
15/17 Multistory Premium; 1/2% for each story over 3 (Assumed number of stories = 16)     0.065   1.18    $                          20.64 SF
15/37 Sprinkler, Wet System, 300,000 SF, Good  $                             2.31 SF     1.18    $                             2.73 SF
              Sum  $                        292.40 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.05  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
            PUC  $                        289.64 SF
         PUC with Military Construction Premium  1.3319  $                        385.79 SF
 
FAC  6200 Administrative Building, Underground UM =  SF RPAD Average Size                        13,333 Source USACE PAX Newsletter 3.2.2, 20 March 2009
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
62010 Underground Administrative Facility                               6,000  $               235.00     1.4917 $350.55 SF
              PUC $350.55 SF
 
FAC  6201 Alternate Joint Communications Center UM =  SF RPAD Average Size                      231,854 Source Table 2, UFC 3-701-1, 17 March 2022
USACE PAX Newsletter 3.2.2, 20 March 2009
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Communications Buildings:  Communications Facility 57,000  $               489.00     NA;  GUCs are as of October 2020  $                        489.00 SF
62010 Underground Administrative Facility (USACE PAX Newsletter 3.2.2, 20 March 2009)                               6,000  $               235.00     1.4917  $                        350.55 SF
                Average  $                        419.77 SF
              PUC  $                        419.77 SF
 
FAC  6900 Administrative Structure, Other Than Buildings UM =  EA Design Size 1 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/3 Flagpole, 50′, Tapered Aluminum, Concrete Foundation  $                     5,562.50 EA     1.23    $                     6,841.88 EA
66/5 Scoreboard, Outdoor, >75 SF  $                     4,950.00 EA     1.23    $                     6,088.50 EA
64/3 Poles for Scoreboard, 8 IN diameter, 15 FT, 2 EA  $                     3,630.00 EA     1.24    $                     4,501.20  
                Sub-total Scoreboard and Poles  $                   10,589.70  
            Average of Scoreboard and Flagpole  $                     8,715.79 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2021 DoD ACF for Arlington, VA 1.06  
                  PUC  $                     8,715.79 EA
             PUC with Military Construction Premium      1.0210  $                     8,898.82 EA
 
FAC  7110 Family Housing Dwelling UM =  SF RPAD Average Size                          3,795 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
71111 General Officer, Grade O7 – O8                               3,330  $               372.22     0.9405 $350.07 SF
71112 Colonel/Captain, Grade O6                               2,520  $               358.86     0.9405 $337.51 SF
71113 Lt Colonel & Major, Grade O4 & O5 / Warrant Officer, Grade W4 & W5, 4 Bedrooms                                2,310  $               344.91     0.9405 $324.38 SF
71114 CO Grade, Officer, O1-O3; Warrant Officer, Grade W1 – W3, 4 Bedrooms                               2,150  $               313.06     0.9405 $294.43 SF
71115 Senior NCO, Grade E9, 3 Bedrooms                               2,020  $               353.06     0.9405 $332.05 SF
71115 Senior NCO, Grade E7&E8, 3 Bedrooms                               1,860  $               318.96     0.9405 $299.98 SF
71116 Junior NCO/Enlisted, Grade E1 – E6, 4 Bedrooms                               1,950  $               324.85     0.9405 $305.52 SF
      Average Reference Size                               2,306         PUC  $                        320.56 SF
 
FAC  7113 Family Housing High Rise Building UM =  SF RPAD Average Size 227,826 Source Table 2, UFC 3-701-1, 17 March 2022
  Description Reference Size Unit Cost   Inflation Adjustment by MILCON Index Adjusted Cost
GUC Enlisted Family Housing – OCONUS  210,000  $               189.00   NA;  GUCs are as of October 2021  $                        189.00 SF
              PUC  $                        189.00 SF
 
FAC  7130 Family Housing Individual Trailer Site UM =  SY Design Size 356 Source Inflated from 2021;
Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier Space Modifier
(40 Spaces)		 Adjusted Cost
63/3 Manufactured Housing Park, Average, including utilities, grading, engineering  $                   12,200.00 SPACE 356 SPACE to SY 1.17 1.10  $                          44.16 SY
  Marshall and Swift design size for a Manufactured Housing Park site = 3,200 SF = 356 SY                
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2021 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          44.16 SY
             PUC with Military Construction Premium      1.0210  $                          45.09 SY
 
FAC  7141 Family Housing Garage UM =  SF RPAD Average Size 724 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
12/35 Residential Garage, Detached, 600 SF, Class C, Average  $                          37.00 SF     1.21    $                          44.77 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          44.77 SF
             PUC with Military Construction Premium      1.0906  $                          48.82 SF
 
FAC  7142 Family Housing Storage Facility UM =  SF RPAD Average Size 287 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
63/10 Storage Shed Building, Aluminum  $                          19.60 SF     1.22    $                          23.91 SF
63/10 Concrete Slab, unreinforced, 100 SF   $                             4.15 SF     1.22    $                             5.06 SF
              Sum  $                          28.98 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          28.98 SF
             PUC with Military Construction Premium      1.0210  $                          29.58 SF
 
FAC  7143 Miscellaneous Family Housing Support Facility UM =  SF RPAD Average Size 399 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
17/12 Light Commercial Utility Building, Class C, Average  $                          27.50 SF     1.06    $                          29.15 SF
14/37 Sprinkler, 2500 SF, Wet System, Average  $                             4.15 SF     1.04    $                             4.32 SF
              Sum  $                          33.47 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          33.16 SF
             PUC with Military Construction Premium      1.0210  $                          33.85 SF
          Inflated from FY 21 PUC 1.0834  $                          36.68 SF
 
FAC  7145 Trailer Court Support Facility UM =  SF RPAD Average Size 2,809 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/17 Office Building, Class C, Average  $                        118.00 SF     1.05    $                        123.90 SF
15/37 Sprinkler, 3,000 SF, Wet System, Average  $                             4.86 SF     1.05    $                             5.10 SF
              Sum  $                        129.00 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        127.81 SF
             PUC with Military Construction Premium      1.0210  $                        130.49 SF
          Inflated from FY 21 PUC 1.0834  $                        141.38 SF
 
FAC  7147 Family Housing Carport UM =  SF RPAD Average Size 544 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
63/10 Carport, Steel  $                          12.92 SF     1.22    $                          15.76 SF
63/10 Concrete Slab foundation, 200 SF  $                             8.13 SF     1.22    $                             9.91  
              Sum  $                          25.67 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          25.67 SF
             PUC with Military Construction Premium      1.0906  $                          27.99 SF
 
FAC  7210 Enlisted Unaccompanied Personnel Housing UM =  SF RPAD Average Size                        31,188 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Unaccompanied Personnel Housing: Barracks/Dormitory (does not include kitchenette equipment)                             62,000  $               483.00     NA;  GUCs are as of October 2021  $                        483.00 SF
              PUC  $                        483.00 SF
 
FAC  7212 Enlisted Unaccompanied Personnel Housing, Transient UM =  SF RPAD Average Size                        23,869 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Unaccompanied Personnel Housing: Barracks/Dormitory (does not include kitchenette equipment)                             62,000  $               483.00     NA;  GUCs are as of October 2021  $                        483.00 SF
              PUC  $                        483.00 SF
 
FAC  7213 Student Barracks UM =  SF RPAD Average Size                        37,271 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Unaccompanied Personnel Housing:  Barracks – Student Dorms, Advance Training                              94,000  $               318.00     NA;  GUCs are as of October 2021  $                        318.00 SF
              PUC  $                        318.00 SF
                       
FAC  7214 Annual Training/Mobilization Barracks UM =  SF RPAD Average Size                          6,941 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Unaccompanied Personnel Housing: Barracks – Student Dorms, Advance Training                              94,000  $               318.00     NA;  GUCs are as of October 2021  $                        318.00 SF
              PUC  $                        318.00 SF
                       
FAC  7215 Unaccompanied Housing for Wounded Warriors UM =  SF RPAD Average Size 63,678 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
15/26 Convalescent Hospital, Class B, Average, with Elevators  $                        220.00 SF     1.03    $                        226.60 SF
15/37 Sprinkler, Wet System, average, 75,000 SF  $                             2.88 SF     1.03    $                             2.97 SF
55/5 Overhead door, roll-up, 81 SF/door (9′ X 9′), 2 EA  $                          25.90 SF 162 SF 1.03    $                             0.07 SF
55/5 Overhead door electrical operator  $                     2,065.00 EA 2 EA 1.03    $                             0.07 SF
65/12 Dock bumpers, horizontal, 10 LF/door  $                        582.50 EA 2 EA 1.03    $                             0.02 SF
65/12 Dock leveler, hydraulic ram, single post  $                     9,375.00 EA 2 EA 1.03    $                             0.30 SF
65/12 Dock seal, 10″ projection  $                        835.00 EA 2 EA 1.03    $                             0.03 SF
65/12 Dock shelter  $                     2,317.50 EA 2 EA 1.03    $                             0.07 SF
              Sum  $                        230.13 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.10  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        234.39 SF
                PUC with Military Cost Premium 1.3319  $                        312.19 SF
          Inflated from FY 21 PUC 1.0834  $                        338.23 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility. 
UFC 4-510-01, “Design: Military Medical Facilities,” does not include guidance for Wounded Warrior housing.
Building construction material No UFC criteria exist for component material. 

Facility size The average area for this FAC is 63,6780 SF. 
Classified as International Building Code (IBC) Group I (Institutional).
Fire suppression system type, quality, and coverage UFC 3-600-01 requires compliance with National Fire Protection Association (NFPA) 101 for institutional occupancies.  NFPA 101  requires new I-1  (Institutional occupancies), in which the FAC 7215 is categorized, to be fully sprinklered throughout.   This same requirement exists in the IBC, Section 903.2.6  governing Occupancy Group I (institutional).  

Inclusion of a loading dock or similar ancillary feature Four (4) elevators have been included in consonance with the Elevator Business Rule.
UFC 3-101-01 provides a limited reference to a loading dock as a space to be compartmentalized for fire and smoke control. 
UFC 4-510-01  refers to truck loading docks for fire protection, environmental controls, and lighting levels, but does not provide specific design guidance on the number to be provided.  Although no specific requirement exists, the numerous references in the related UFC 4-510-01 provide a basis for the incorporation of a minimum number of loading docks in the Replacement Unit Cost estimate.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  No UFC criteria exist for component material.   
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 4-510-01, “Design: Military Medical Facilities,”  30 May 2019, with Change 1, 04 December  2019.
UFC 4-720-01 “Lodging Facilities,” 13 February 2012. Per DoD requirements, provide accessible rooms per Table F224.2 of the ABA Accessibility Standard for DoD facilities.
FC 4-721-10N, “Navy and Marine Corps Unaccompanied Housing,” 1 November 2012, with Change 6, 1 May 2015.
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 8 August 2016 with Change 6, 6 May 2021.
IBC, 2021 Edition.
UFC 3-101-01, “Architecture,” 16 December 2020, with Change 1, 05 January 2022.                                                                                                                                                                                        
 
FAC  7218 Recruit/Trainee Barracks UM =  SF RPAD Average Size                        61,224 Source Table 2, UFC 3-701-1, 17 Mach 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Unaccompanied Personnel Housing:  Barracks – Student Dormitories, Advance Training                              94,000  $               318.00     NA;  GUCs are as of October 2021  $                        318.00 SF
              PUC  $                        318.00 SF
                       
FAC  7220 Dining Facility UM =  SF RPAD Average Size                        10,846 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Dining Facility, Enlisted Dining (includes kitchen equipment and installation)                             28,000  $               670.00     NA;  GUCs are as of October 2021  $                        670.00 SF
              PUC  $                        670.00 SF
                       
FAC  7231 Miscellaneous UPH Support Building UM =  SF RPAD Average Size                          3,329 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
13/25 Laundromat, Class C, Average  $                          89.50 SF     1.04    $                          93.08 SF
11/14 Dormitory, Class C, Average, including elevator (Deduct $4.56/SF for no included elevator)  $                        113.44 SF     1.05    $                        119.11 SF
            Average Unit cost  $                        106.10 SF
13/40 Sprinkler, Wet System, Average, 3,000 SF  $                             4.44 SF     1.04    $                             4.62 SF
              Sum  $                        110.71 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        109.69 SF
                PUC with Military Cost Premium 1.1691  $                        128.23 SF
          Inflated from FY 21 PUC 1.0834  $                        138.93 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria FAC 7231 aggregates four (4) category codes for detached laundry and recreational/entertainment purposes (such as a dayroom/lounge).
Unified Facilities Criteria (UFC) 4-720-01 “Lodging Facilities,” provides limited design criteria for guest laundry design features located within Table 5-23 of the UFC.
Building construction material UFC 4-720-01 calls for epoxy painted gypsum board interior walls with tile floors and moisture resistant, acoustic ceiling tile. 

Facility size The average area for this FAC is 3,329 SF.
International Building Code Occupancy Group B (Business).
Fire suppression system type, quality, and coverage UFC 4-720-01 requires fire protection in the guest laundry of lodging facilities. 
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.
 
Established standard for components or materials  No UFC criteria exist for component material.  The reference to Marshall and Swift laundromats includes brick, block (CMU), or tilt-up concrete panel construction.
 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 4-720-01,”Lodging Facilities,” 13 February 2012.
 
FAC  7232 Unaccompanied Personnel Housing Garage UM =  SF RPAD Average Size 3,741 Source Table 2, UFC 3-701-1, 1 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Parking Garage / Building                           170,000  $                 62.00     NA;  GUCs are as of October, 2021  $                          62.00 SF
              PUC  $                          62.00 SF
 
FAC  7233 Dining Support Facility UM =  SF RPAD Average Size 3,680 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
13/15 Restaurants/Cafeterias, Class C, Average  $                        124.00 SF     1.04    $                        128.96 SF
13/40 Sprinkler, Wet System, 5,000 SF, Average  $                             4.09 SF     1.04    $                             4.25 SF
              Sum  $                        133.21 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        131.98 SF
             PUC with Military Construction Premium      1.0570  $                        139.50 SF
          Inflated from FY 21 PUC 1.0834  $                        151.13 SF
                       
FAC  7234 Latrine/Shower Facility UM =  SF RPAD Average Size 662 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
18/22 Shower Room Building, Class C, Average  $                        143.00 SF     1.04    $                        148.72 SF
18/36 Sprinkler, 3,000 SF, Wet System, Average  $                             4.84 SF     1.04    $                             5.03 SF
              Sum  $                        153.75 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        152.33 SF
             PUC with Military Construction Premium      1.1675  $                        177.85 SF
          Inflated from FY 21 PUC 1.0834  $                        192.69 SF
 
FAC  7235 Miscellaneous UPH Support Facility UM =  EA Design Size 1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
64/4 Car Wash Canopy, Class CDS, Average  $                          43.25 SF 800 SF to EA 1.05    $                   36,330.00 EA
  Assumed Size: 40 FT x 20FT                
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                   35,993.61 EA
             PUC with Military Construction Premium      1.0210  $                   36,749.48 EA
          Inflated from FY 21 PUC 1.0834  $                   39,814.38 EA
 
FAC  7236 Unaccompanied Personnel Housing Carport UM =  SF RPAD Average Size                          1,503 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
63/10 Carport, Steel  $                          12.92 SF     1.22    $                          15.76 SF
63/10 Concrete Slab foundation, 200 SF  $                             8.13 SF     1.22    $                             9.91  
              Sum  $                          25.67 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          25.67 SF
             PUC with Military Construction Premium      1.0906  $                          27.99 SF
 
FAC  7240 Officer Unaccompanied Personnel Housing UM =  SF RPAD Average Size                        14,985 Source Table 2, UFC 3-701-1 as of April 2017
CATCODE Description Reference Size Unit Cost     Inflation Adjustment Adjusted Cost
GUC Unaccompanied Personnel Housing, Officers Quarters (does not include kitchentte equipment)                             97,000  $               258.00     1.2561  $                        324.08 SF
              PUC  $                        324.08 SF
 
FAC  7241 Officer UPH, Transient UM =  SF RPAD Average Size                        11,459 Source Table 2, UFC 3-701-1 as of April 2017
CATCODE Description Reference Size Unit Cost     Inflation Adjustment Adjusted Cost
GUC Unaccompanied Personnel Housing, Officers Quarters (does not include kitchentte equipment)                             97,000  $               258.00     1.2561  $                        324.08 SF
              PUC  $                        324.08 SF
 
FAC  7242 Service Academy Unaccompanied Personnel Housing UM =  SF RPAD Average Size 64,243 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
11/14 Dormitory, Class C, Good – includes elevators  $                        158.00 SF     1.05    $                        165.90 SF
11/35 Sprinkler, Wet System, 75,000 SF, Good  $                             3.06 SF     1.05    $                             3.21 SF
              Sum  $                        169.11 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        167.55 SF
             PUC with Military Construction Premium      1.3319  $                        223.16 SF
          Inflated from FY 21 PUC 1.0834  $                        241.78 SF
   
FAC  7250 Emergency Unaccompanied Personnel Housing UM =  SF RPAD Average Size 2,383 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
12/16 Multiple Residence, Class C, Average  $                          82.00 SF     1.02    $                          83.64 SF
12/39 Sprinkler, 1,500 SF, Wet System, Average  $                             4.38 SF     1.02    $                             4.47 SF
              Sum  $                          88.11 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          87.29 SF
             PUC with Military Construction Premium      1.3319  $                        116.27 SF
          Inflated from FY 21 PUC 1.0834  $                        125.96 SF
 
FAC  7251 Enlisted Unaccompanied Personnel Housing (EUPH)
Tent Pad		 UM =  SF RPAD Average Size                          1,719 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost UM Conversion Inflation Adjustment by MILCON Index Adjusted Cost
93210 Rough Grading, Dumped Material Spread by Dozer, No Compaction  $                             3.00  SY  9 SF/SY 0.9405 $0.31 SF
93210 Fine Grading, Granular Subbase for Paving, Compaction, 3 Passes with Doze, 6″ Lifts  $                             2.40  SY  9 SF/SY 0.9405 $0.25 SF
85110 1-1/2″ Crushed Stone Base to 6″ Deep  $                          10.30  SY  9 SF/SY 0.9405 $1.08 SF
85110 8″ Thick, Unreinforced Concrete Pavement, 4,500 PSI  $                          45.70  SY  9 SF/SY 0.9405 $4.78 SF
          Sum   PUC $6.42 SF
 
FAC  7311 Fire Station Facility UM =  SF RPAD Average Size                          7,933 Source Table 2, UFC 3-701-1 as of April 2017
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
GUC Fire Station, Community  $                        535.00                   20,000     N/A; GUCs are as of October 2021  $                        535.00 SF
              PUC $535.00 SF
 
FAC  7312 Prison/Confinement Facility UM =  SF RPAD Average Size                        15,884 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/33 Correctional Facility, Class C, Average; does not include elevator  $                        206.00 SF     1.05    $                        216.30 SF
15/37 Sprinkler, 15,000 SF, Wet System, Average  $                             3.73 SF     1.05    $                             3.92 SF
55/5 Overhead door, Rollup, Manual Operation, 81 SF/door  $                          25.90 SF door 0.132076303 per SF 1.03    $                             0.14 SF
55/5 Overhead door, Electric operation  $                     2,065.00 EA                            0.13 per SF 1.03    $                             0.13 SF
65/12 Dock bumper, Horizontal, per LF, 10 LF/door  $                          58.25 per LF 0.036672123 per SF 1.03    $                             0.04 SF
65/12 Dock leveler, Hydraulic  $                     6,182.25 EA                            0.39 per SF 1.03    $                             0.40 SF
65/12 Dock seal, 10″ projection  $                        835.00 EA                            0.05 per SF 1.03    $                             0.05 SF
65/12 Dock shelter  $                     2,317.50 EA                            0.15 per SF 1.03    $                             0.15 SF
              Sum  $                        221.13 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        219.08 SF
                PUC with Military Cost Premium 1.3319  $                        291.81 SF
          Inflated from FY 21 PUC 1.0834  $                        316.14 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria • Naval Corrections Manual requires compliance with American Corrections Association (ACA) “Planning and Design Guide for Secure and Adult and Juvenile Facilities.”
• Army Regulation (AR) 190-47, “The Army Corrections System,” states design should strive to meet ACA standards. 
• Facilities Criteria (FC) 4-721-02F, “Air Force Level 1 Confinement Facility,” requires the superstructure to be concrete masonry units, fully grouted, with concrete roof.

Building construction material • ACA Planning and Design Guide states walls are typically either concrete or masonry.  Standard steel reinforcing used with pre-cast or cast in place concrete is sufficient .
• FC 4-721-02F requires the superstructure to be concrete masonry units, fully grouted, with concrete roof.

Facility size The average area for this FAC is 15,884 SF. 
This type of facility is classified by International Building Code (IBC) as Group I-3, Institutional Prisons, Jails, Detention Centers, etc.
Fire suppression system type, quality, and coverage Unified Facilities Criteria (UFC) 3-600-01, Fire Protection Engineering for Facilities, requires compliance with National Fire Protection Association (NFPA) 101 for institutional (Group I-3) occupancies.  NFPA 101 requires new I-3 facilities, in which this FAC is categorized, to be have sprinklers throughout.   This same requirement exists in the IBC, Section 907.2.6  governing Occupancy Group I-3 (Institutional).  

Inclusion of a loading dock or similar ancillary feature No elevators have been included in consonance with the Elevator Business Rule.  The average number of stories for this FAC is 1.26.
The ACA Design Guide identifies the incorporation of a truck loading dock for use by the maintenance department, for supplies deliveries and sanitation (laundry) .
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  The ACA Design Guide provides broad guidance for exterior and interior materials .   
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes BUPERSINST 1640.22, “Naval Corrections Manual,” Article 1640-020,“Physical Plant and Major Equipment,” 29 March 2011.
ACA, “Planning and Design Guide for Secure Adult and Juvenile Facilities, August 1, 1999.
AR 190-47, “The Army Corrections System”, Section 9-4, pg 28, of 15 June 2006.
FC 4-721-02F Air Force Level I Confinement Facility, 1 April 2015.
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016, with Change 6, 06 May 2021.
IBC, 2021 Edition.
 
 
FAC  7313 Police Station UM =  SF RPAD Average Size 6,220 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/33 Police Station, Class C, Average, without elevator  $                        147.00 SF     1.05    $                        154.35 SF
15/37 Sprinkler, 5,000 SF, Wet System, Average  $                             4.49 SF     1.05    $                             4.71 SF
              Sum  $                        159.06 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        157.59 SF
                PUC with Military Cost Premium 1.3319  $                        209.90 SF
          Inflated from FY 21 PUC 1.0834  $                        227.41 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility.  
Building construction material No UFC criteria exist for component material. 
Applying the M&S Selection Business Rule, the FAC is MVS Class C, Average Quality.
Facility size The average area for this FAC is 6,220 SF. 

Fire suppression system type, quality, and coverage International Building Code (IBC) Occupancy Group I, Institutional.
A fire sprinkler has been incorporated, applying the Fire Sprinkler Business Rule.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.
The average number of floors is 1.23.  
No elevator has been included in the estimated cost in consonance with the Elevator Business Rule.
Inclusion and capacity of overhead cranes No overhead crane is provided, applying the Overhead Crane Business Rule
 
Established standard for components or materials  No UFC criteria exist for component material 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes IBC, 2021 Edition
 
FAC  7314 Drug and Alcohol Abuse Center UM =  SF RPAD Average Size                          5,579 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/22 Medical Office Building, Class C, Average  $                        149.00 SF     1.05    $                        156.45 SF
15/37 Sprinkler, 5,000 SF, Wet System, Average  $                             4.49 SF     1.05    $                             4.71 SF
              Sum  $                        161.16 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        159.67 SF
             PUC with Military Construction Premium      1.3319  $                        212.68 SF
          Inflated from FY 21 PUC 1.0834  $                        230.41 SF
 
FAC  7321 Bread/Pastry Kitchen UM =  SF RPAD Average Size                        35,640 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost
14/40 Bakery Plant; Class C, D, & S; including heating and/or cooling (Marshall and Swift Valuation, October 2017)  $                          83.75 SF     1.03 1.2075  $                        104.16 SF
14/37 Sprinkler, 40,000 SF, Wet System, Average  $                             2.66 SF     1.03    $                             2.74 SF
              Sum  $                        106.90 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        105.91 SF
             PUC with Military Construction Premium      1.1839  $                        125.39 SF
          Inflated from FY 21 PUC 1.0834  $                        135.85 SF
 
FAC  7322 Ice/Dairy Products Plant UM =  SF RPAD Average Size                          1,836 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/25 Creameries, Class C, Average  $                          90.50 SF     1.03    $                          93.22 SF
14/24 Chiller/Freezer, Moderate Climate, per SF  $                          14.35 SF     1.03    $                          14.78 SF
14/37 Sprinkler, 2,500 SF, Wet System, Average  $                             4.15 SF     1.03    $                             4.27 SF
              Sum  $                        112.27 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        111.23 SF
             PUC with Military Construction Premium      1.1839  $                        131.68 SF
          Inflated from FY 21 PUC 1.0834  $                        142.67 SF
 
FAC  7323 Greenhouse UM =  SF RPAD Average Size                          2,026 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
17/22 Greenhouse, Straight-Wall Structure, Class S, Average  $                          10.70 SF     1.03    $                          11.02 SF
17/23 Humidifier, per EA, 1 EA  $                     1,339.50 EA  $                        0.66 SF 1.03    $                             0.68 SF
17/23 Automatic vent and/or environmental controls, per unit  $                     1,397.50 EA  $                        0.69 SF 1.03    $                             0.71 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          12.30 SF
             PUC with Military Construction Premium      1.0210  $                          12.56 SF
          Inflated from FY 21 PUC 1.0834  $                          13.60 SF
 
FAC  7331 Exchange Eating Facility UM =  SF RPAD Average Size                          4,477 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section Description Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
13/17 Restaurants – Fast Food, Class C, Average  $                        143.00 SF   SF 1.04    $                        148.72 SF
65/8 Range hood, Complete, Average, per LF, 10 LF per hood,  4 EA  $                        840.00 LF  $                        7.51 per UM 1.03    $                             7.73 SF
53/12 Restaurant Hood and Duct, Dry chemical system fire extinguisher, per nozzle, Average, 2 nozzles per 4 EA range hoods  $                        760.00 EA  $                        1.36 per UM 1.04    $                             1.41 SF
13/40 Sprinkler, 5,000 SF, Wet System, Average  $                             4.09 SF   SF 1.04    $                             4.25 SF
                  Sum  $                        162.12 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        160.62 SF
                PUC with Military Cost Premium 1.2905  $                        207.28 SF
          Inflated from FY 21 PUC 1.0834  $                        224.57 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria OSD-based design criteria does not apply to Exchange (Army-Air Force, Navy or Marine Corps) facilities because they are non-appropriated fund activities.
Applicable national, state, local codes apply.
Typical codes include:  International Building Code (IBC), National Fire Protection Association (NFPA) Codes (including the National Electrical Code), International Mechanical Code, International Plumbing Code.
Building construction material Any type of construction (Type I, II, or III) is allowable, given the design analysis/trade-off of material and fire safety.  The international Building Code provides guidance.

Facility size The average area for this FAC is 4,477 SF.

Fire suppression system type, quality, and coverage Use classification A (A-2, Assembly  uses for food and/or drink consumption).
The international Building Code (IBC) requires an automatic sprinkler when the occupant load exceeds 100, or the fire area exceeds 5,000 SF, or if the fire area is not located on the level of exit discharge. The IBC sets a maximum of 15 sf/occupant for restaurants (table and chair use).  Allowing space for food preparation, restrooms and circulation, a reasonable net area for this FAC would be 2500 SF, giving a load 166 people.  Because this load could be reached in a design, a sprinkler system is included in the cost.
Inclusion of a loading dock or similar ancillary feature No Unified Facilities Criteria (UFC) requirement exists for the incorporation of a loading dock
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.
 
Established standard for components or materials  No UFC criteria exist for component material.  Any suitable material is permitted by the IBC.
 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes IBC, 2021 edition
 
FAC  7332 Non-Exchange Eating Facility UM =  SF RPAD Average Size 3077 Source Set Equal to FAC 7331
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Exchange Eating Facility   $                        224.57         $224.57 SF
 
FAC  7333 Open Mess and Club Facility UM =  SF RPAD Average Size                        13,681 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK     Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
13/14 Restaurant, Class C, Average  $                        129.00 SF   SF 1.04    $                        134.16 SF
65/8 Range hood, Complete, per LF, 10 LF, 2 EA  $                        805.00 LF  $                        1.18 per UM 1.03    $                             1.21 SF
53/12 Restaurant Hood and Duct, Dry Chemical Fire Protection System , 4 nozzles, per nozzle, Average  $                        760.00 EA  $                        0.22 per UM 1.04    $                             0.23 SF
13/39 Elevator, Passenger, 2-3 story, Average (Add $7,800 per stop, 2 stops)  $                   70,850.00 EA  $                        5.18 per UM 1.04    $                             5.39 SF
13/39 Elevator, Freight, 2-3 story, Average (Add $17,300 per stop, 2 stops, power doors)  $                   82,100.00 EA  $                        6.00 per UM 1.04    $                             6.24 SF
13/40 Sprinkler, 15,000 SF, Wet System, Average  $                             3.42 SF 1 SF 1.04    $                             3.56 SF
55/5 Overhead door, Rollup, 81 SF/door  $                          25.90 per SF  $                        0.14 per UM 1.03    $                             0.15 SF
55/5 Overhead door, Electric operator, EA  $                     2,065.00 EA  $                        0.15 per UM 1.03    $                             0.16 SF
65/12 Dock bumper, Horizontal, per LF, 10 LF  $                          58.25 LF  $                        0.04 per UM 1.03    $                             0.04 SF
65/12 Dock leveler, Hydraulic  $                     9,375.00 EA  $                        0.69 per UM 1.03    $                             0.71 SF
65/12 Dock seal, 10″ projection  $                        835.00 EA  $                        0.06 per UM 1.03    $                             0.06 SF
65/12 Dock shelter  $                     2,317.50 EA  $                        0.17 per UM 1.03    $                             0.17 SF
                  Sum  $                        152.08 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        150.67 SF
              PUC with Military Cost Premium 1.3319  $                        200.68 SF
          Inflated from FY 21 PUC 1.0834  $                        217.42 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria OSD based design criteria does not apply to Open Mess and Club Facilities as they are Category “C” Morale Welfare and Recreation Facilities (MWR), and therefore funded through sales without Appropriated Funds.  
Applicable national, state, local codes apply.
Typical codes include:  International Building Code (IBC), National Fire Protection Association (NFPA) Codes (including the National Electrical Code), International Mechanical Code, International Plumbing Code.
Building construction material Any type of construction (Type I, II, or III) is allowable, given the design analysis/trade-off of material and fire safety.  The IBC provides guidance.

Facility size The average area for this FAC is 13,681SF.
IBC occupancy group classification is A (A-2, Assembly uses for food and/or drink consumption).  
Fire suppression system type, quality, and coverage The IBC requires an automatic sprinkler when the occupant load exceeds 100, or the fire area exceeds 5,000 SF, or if the fire area is not located on the level of exit discharge.  Because the average size of this FAC exceeds 5,000 SF, a sprinkler system is included in the cost. 
Inclusion of a loading dock or similar ancillary feature Although no design criteria requires the incorporation of a loading dock, the likelihood of food deliveries drives the additional of one dock in the PUC calculation.
Two elevators (one passenger, one freight) are provided in consonance with the Elevator Business Rule.
Inclusion and capacity of overhead cranes No Unified Facilities Criteria (UFC) requirement exists for the incorporation of overhead cranes.
 
Established standard for components or materials  No UFC criteria exist for component material.  Any suitable material is permitted by the IBC.
 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes Army Regulation AR 215-1, “Military Morale, Welfare and Recreation Programs and Nonappropriated Fund Instrumentalities,” Appendix E, “Construction Funding for Military Morale, Welfare, and Recreation Facilities,” 24 September 2010.
IBC, 2021 edition
 
FAC  7340 Thrift Shop UM =  SF RPAD Average Size                          5,155 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
13/26 Retail Store, Class C, Average  $                          88.00 SF     1.04    $                          91.52 SF
13/40 Sprinkler, 5,000 SF, Wet System, Average  $                             4.09 SF     1.04    $                             4.25 SF
              Sum  $                          95.77 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          94.89 SF
             PUC with Military Construction Premium      1.0292  $                          97.66 SF
          Inflated from FY 21 PUC 1.0834  $                        105.80 SF
 
FAC  7341 Bus Station UM =  SF RPAD Average Size 973 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
14/20 Passenger Terminal, Class C, Average  $                        121.00 SF     1.03    $                        124.63 SF
14/37 Sprinkler, 2,500 SF, Wet System, Average  $                             4.15 SF     1.03    $                             4.27 SF
              Sum  $                        128.90 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        127.71 SF
             PUC with Military Construction Premium      1.1346  $                        144.90 SF
          Inflated from FY 21 PUC 1.0834  $                        156.98 SF
 
FAC  7342 Laundry/Dry Cleaning Facility UM =  SF RPAD Average Size 3,505 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost
14/40 Central laundry and dry cleaning plant, average cost (Marshall and Swift Valuation, October 2017)  $                          73.00 SF     1.03 1.2075  $                          90.79 SF
14/27 Loading Dock, steel piers  $                          24.70 SF     1.03    $                          25.44 SF
14/27 Loading Dock Roof, Good canopy structure with lighting and finished soffit  $                          15.68 SF     1.03    $                          16.15 SF
14/37 Sprinkler, 5,000 SF, Wet system, Average  $                             3.71 SF     1.03    $                             3.82 SF
              Sum  $                        136.20 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        134.94 SF
             PUC with Military Construction Premium      1.1114  $                        149.97 SF
          Inflated from FY 21 PUC 1.0834  $                        162.47 SF
 
FAC  7343 Clothing Sales Store UM =  SF RPAD Average Size 7,927 Source Set Equal to FAC 7346
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Exchange Sales Facility   $                        127.13         $127.13 SF
 
FAC  7344 Postal Facility UM =  SF RPAD Average Size                          4,518 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/21 Main Post Office, Class C, Average  $                        145.00 SF     1.03    $                        149.35 SF
14/37 Sprinkler, 5,000 SF, Wet System, Average  $                             3.71 SF     1.03    $                             3.82 SF
              Sum  $                        153.17 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        151.75 SF
             PUC with Military Construction Premium      1.3319  $                        202.13 SF
          Inflated from FY 21 PUC 1.0834  $                        218.98 SF
 
FAC  7345 Exchange Automobile Facility UM =  SF RPAD Average Size 4,346 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
64/1 Service Station with Service Bays, Class S-C, Average  $                        133.00 SF     1.05    $                        139.65 SF
14/37 Sprinkler, 5,000 SF, Wet System, Average  $                             3.71 SF     1.05    $                             3.90 SF
              Sum  $                        143.55 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        142.22 SF
             PUC with Military Construction Premium      1.1652  $                        165.71 SF
          Inflated from FY 21 PUC 1.0834  $                        179.53 SF
 
FAC  7346 Exchange Sales Facility UM =  SF RPAD Average Size                        14,611 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
13/26 Retail store, Class C, Average  $                          88.00 SF     1.04    $                          91.52 SF
13/40 Sprinkler, 15,000 SF, Wet System, Average  $                             3.42 SF     1.04    $                             3.56 SF
55/5 Overhead door, rollup, 81 SF/door, 2 EA  $                          25.90 SF door 0.29 per SF 1.03    $                             0.30 SF
55/5 Overhead door, electric operator, 2 EA  $                     2,065.00 2 EA 0.28 per SF 1.03    $                             0.29 SF
65/12 Dock bumper, Horizontal, 10 LF/door, 20 LF total  $                          58.25 per LF 0.08 per SF 1.03    $                             0.08 SF
65/12 Dock leveler, hydraulic, 2 EA  $                     9,375.00 EA 1.28 per SF 1.03    $                             1.32 SF
65/12 Dock seal, 10″ projection, 2 EA  $                        835.00 EA 0.11 per SF 1.03    $                             0.12 SF
65/12 Dock shelter, 2 EA  $                     2,317.50 EA 0.32 per SF 1.03    $                             0.33 SF
              Sum  $                          97.51 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          96.61 SF
             PUC with Military Cost Premium  1.2147  $                        117.35 SF
          Inflated from FY 21 PUC 1.0834  $                        127.13 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria OSD-based design criteria does not apply to Exchange (Army-Air Force, Navy or Marine Corps) facilities because they are non-appropriated fund activities.
Applicable national, state, local codes apply.  Typical codes include:  International Building Code (IBC), National Fire Protection Association (NFPA) Codes (including the National Electrical Code, International Mechanical Code, and International Plumbing Code. 
Building construction material Any type of construction (Type I, II, or III) is allowable, given the design analysis/trade-off of material and fire safety.  The IBC provides guidance.

Facility size The average area for this FAC is 14,611  SF.

Fire suppression system type, quality, and coverage Use classification M (Mercantile).
The IBC requires an automatic sprinkler when the fire area exceeds 12,000 SF.  Therefore a sprinkler was provided for this facility.

Inclusion of a loading dock or similar ancillary feature Determination of the number of loading docks depends upon the number of simultaneous truck deliveries and time to load/unload.   For this facility, application of the NAOIP average of 7500 SF floor space to one dock was used as the best available method.
No elevator is provided in consonance with the Elevator Business Rules.  Average number of floors above ground is 1.21.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.
 
Established standard for components or materials  No UFC criteria exist for component material.  Any suitable material is permitted by the International Building Code.
 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes IBC, 2021 edition.
NFPA Codes
 
FAC  7347 Bank and Credit Union UM =  SF RPAD Average Size                          2,402 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/21 Bank – Branches, Class C, Average, including elevator (Deduct $2.67/SF for no included elevator)  $                        175.33 SF     1.05    $                        184.10 SF
15/37 Sprinkler, 3,000 SF, Wet System, Average  $                             4.86 SF     1.05    $                             5.10 SF
              Sum  $                        189.20 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        187.45 SF
             PUC with Military Construction Premium      1.3149  $                        246.47 SF
          Inflated from FY 21 PUC 1.0834  $                        267.02 SF
 
FAC  7348 Car Wash Facility UM =  SF RPAD Ave Size                          1,803 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
64/5 Self-Serve Car Wash, C, Average  $                          78.00 SF     1.05    $                          81.90 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          81.14 SF
             PUC with Military Construction Premium      1.1080  $                          89.91 SF
          Inflated from FY 21 PUC 1.0834  $                          97.41 SF
 
FAC  7349 Commissary UM =  SF RPAD Average Size                        60,755 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
13/20 Supermarket, Class C, Average  $                          91.50 SF  $                      91.50 per SF 1.04    $                          95.16 SF
13/39 Elevator, Passenger, 2-3 stories, Average, 1 EA (Add $7,800 per stop, 2 stops)  $                   70,850.00 EA  $                        1.17 per SF 1.04    $                             1.21 SF
55/5 Overhead door, roll-up, 81 SF/door, 8 EA  $                          25.90 SF  $                        0.28 per SF 1.03    $                             0.28 SF
55/5 Overhead door electrical operator, 8 EA  $                     2,065.00 EA  $                        0.27 per SF 1.03    $                             0.28 SF
65/12 Dock bumper, Horizontal, per LF, 10 LF/door, 8 EA  $                          58.25 LF  $                        0.08 per SF 1.03    $                             0.08 SF
65/12 Dock leveler, 8 EA  $                     9,375.00 EA  $                        1.23 per SF 1.03    $                             1.27 SF
65/12 Dock seal, 10″ projection, 8 EA  $                        835.00 EA  $                        0.11 per SF 1.03    $                             0.11 SF
65/12 Dock shelter, 8 EA  $                     2,317.50 EA  $                        0.31 per SF 1.03    $                             0.31 SF
13/40 Sprinkler, Wet System, Average, 50,000 SF  $                             2.83 SF  $                        2.83 per SF 1.04    $                             2.94 SF
              Sum  $                        101.66  
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        100.72 SF
             PUC with Military Construction Premium      1.2982  $                        130.75 SF
          Inflated from FY 21 PUC 1.0834  $                        141.66 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria OSD-based design criteria does not directly address the design of commissary facilities; design is the responsibility if the Defense Commissary Agency, which makes use of internal design standards and national, state, local codes apply.
Typical codes include: International Building Code IBC), National Fire Protection Association (NFPA) Codes (including the National Electrical Code [NEC]), International Mechanical Code (IMC), and the International Plumbing Code (IPC).
Building construction material Any type of construction (Type I, II, or III) is allowable, given the design analysis/trade-off of material and fire safety.  The IBC provides guidance.

Facility size The average area for this FAC is 60,755 SF.  

Fire suppression system type, quality, and coverage IBC use group M (Mercantile).
The IBC requires an automatic sprinkler when the fire area exceeds 12,000 SF, which is the case for the commissary.  A sprinkler is included in the PUC.
 
Inclusion of a loading dock or similar ancillary feature A reasonable assumption is to include a loading dock based upon the function of this FAC.  The number of truck docks is calculated by a consideration of number of trucks arriving and loading/unloading time for the specific design.  As general guidance, the Commercial Real Estate Development Association (NAIOP) provides an estimate of the average number of loading docks per square foot of warehouse space, used in this case to represent the storage and display of foodstuffs.  Using that average of 7,500 sf of floor space per truck dock, 8 truck docks have been included in the unit cost.     
The guide specification for design of a loading dock is contained in the Unified Facilities Guide Specification .
One (1) elevator is provided in consonance with the Elevator Business Rules.  Average number of floors above ground is 1.23.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.
 
Established standard for components or materials  No UFC criteria exist for component material.  Any suitable material is permitted by the International Building Code.
 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes IBC, 2021.
Commercial Real Estate Development Association, NAIOP Research Foundation, “NAIOP Terms and Definitions: North American Office and Industrial Market, pg. 12.
UFGS-11 13 19.13, August 2009, with Change 1, May 2019.
 
FAC  7350 Car Wash Structure UM =  SF RPAD Ave Size                          1,472 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
64/5 Self-Serve Car Wash, C, Average  $                          78.00 SF     1.05    $                          81.90 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          81.14 SF
             PUC with Military Construction Premium      1.1080  $                          89.91 SF
          Inflated from FY 21 PUC 1.0834  $                          97.41 SF
 
FAC  7351 Education Center UM =  SF RPAD Average Size                        12,279 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Adjustment   Adjusted Cost
18/14 Classroom, Class C, Average  $                        128.00 SF     1.04    $                        133.12 SF
18/36 Sprinkler, Wet System, Average, 15,000 SF  $                             3.74 SF 0.3250 % > 12,000 SF 1.04    $                             1.26 SF
18/35     $                   74,050.00 EA 12.0612 $/SF 1.04    $                          12.54 SF
                 $                        146.93 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        145.57 SF
             PUC with Military Construction Premium      1.3319  $                        193.89 SF
          Inflated from FY 21 PUC 1.0834  $                        210.06 SF
Note: “Section” refers to the Marshall & Swift Valuation Guide section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the Marshall and Swift facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10) which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  As stated in Section 1 page 11 of the Marshall and Swift Valuation guide ” to obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility. 

Building construction material UFC criteria do not exist for component material. 

Facility size The average area for this FAC is 12,2794 SF. 

Fire suppression system type, quality, and coverage UFC 3-600-01 requires compliance with NFPA 101 for education occupancies.  National Fire Protection Association (NFPA) Publication 101, Section 14.3.5.1  requires new E occupancies, in which the FAC 7362 is categorized, to be fully sprinklered in all fire areas exceeding 12,000 SF.  This same requirement exists in the International Building Code (IBC), Section 903.2.3,  governing Occupancy Group E (schools, educational uses).  The PUC calculation recognizes this difference between those facilities requiring sprinklers and those smaller than the threshold by applying a multiplier representing the ratio of total number of facilities exceeding the 12,000 SF threshold to the total number of facilities in this FAC, 103/317 = 32.5%.
Inclusion of a loading dock or similar ancillary feature Two (2) elevators have been included in consonance with the Elevator Business Rule.  Average number of floors above ground is 1.61.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  No UFC criteria exist for component material.   
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-600-01, “Fire Protection Engineering for Facilities,” 8 August 2016 with Change 6, 6 May 2021
NFPA Publication 101, Life Safety Code, 2021 edition
IBC, 2021 edition
 
FAC  7352 Dependent School – CONUS UM =  SF RPAD Average Size                        31,349 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost   Inflation Adjustment by MILCON Index Weighted Unit Cost  
GUC Dependent School Facility – CONUS                          110,000  $               419.00   NA;  GUCs are as of October 2021  $                        419.00 SF
              Weighted PUC  $                        419.00 SF
 
FAC  7353 Dependent School Support Facility UM =  SF RPAD Average Size 5,667 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
18/21 Restroom Building, Class C Average  $                        168.00 SF     1.16    $                        194.88 SF
18/21 Maintenance/Storage Building, Class C, Average  $                          61.00 SF     1.16    $                          70.76 SF
18/23 Fieldhouse, Class C, Average  $                        110.00 SF     1.16    $                        127.60 SF
                  Average  $                        131.08 SF
18/36 Sprinkler, Wet System, 5,000 SF, Good  $                             5.57 SF     1.16    $                             6.46 SF
              Sum  $                        137.54 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                        137.54 SF
                 PUC with Military Construction Premium  1.2841  $                        176.62 SF
 
FAC  7361 Chapel Facility UM =  SF RPAD Average Size                          8,275 Source USACE PAX Newsletter 3.2.2, 30 May 2018
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
73017 Chapel, including Pew Seating  $                        344.00                   23,000     1.0834 $372.68 SF
              PUC $372.68 SF
 
FAC  7362 Religious Education Facility UM =  SF RPAD Average Size                          5,779 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Adjustment   Adjusted Cost
18/14 Classroom, Class C, Average  $                        128.00 SF     1.04    $                        133.12 SF
18/36 Sprinkler, Wet System, Average, 5000 SF  $                             4.48 SF 0.1210 % > 12,000 SF 1.04    $                             0.56 SF
              Sum  $                        133.68 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        132.45 SF
                PUC with Military Cost Premium 1.3046  $                        172.78 SF
          Inflated from FY 21 PUC 1.0834  $                        187.19 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) are not provided for this type of facility. 

Building construction material No UFCs exist for component material. 

Facility size The average area for this FAC is 5,779 SF. 

Fire suppression system type, quality, and coverage UFC 3-600-01, Fire Protection Engineering for Facilities, requires compliance with NFPA 101 for education occupancies.  National Fire Protection Association (NFPA) Publication 101, Section 14.3.5.1  requires new E occupancies, in which the FAC 7362 is categorized, to be fully sprinklered in all fire areas exceeding 12,000 SF.  This same requirement exists in the International Building Code (IBC), Section 903.2.3,  governing Occupancy Group E (schools, educational uses).  The PUC calculation recognizes this difference between those facilities requiring sprinklers and those smaller than the threshold by applying a multiplier representing the ratio of total number of facilities exceeding the 12,000 SF threshold to the total number of facilities in this FAC, 26/214 = 12.1%

Inclusion of a loading dock or similar ancillary feature No elevator has been included in consonance with the Elevator Business Rule.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  No UFCs exist for component material.   
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 6, 06 May 2021.
NFPA Publication 101, Life Safety Code, 2021 edition
IBC, 2021 Edition
 
FAC  7371 Nursery and Child Care Facility UM =  SF RPAD Average Size                        11,865 Source UFC 3-701-01, Table 2, 17 March 2022
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost
GUC Child Development Center, Under 6 Years Old  $                        489.00                   23,000     N/A; GUCs are as of October 2021  $                        489.00 SF
              PUC  $                        489.00 SF
 
FAC  7372 Family Service Center UM =  SF RPAD Average Size                          7,595 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section Description Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/31 Community Service Building, Class C, Average  $                        128.00 SF     1.05    $                        134.40 SF
15/37 Sprinkler, Wet System, Average, 10,000 SF  $                             4.02 SF     1.05    $                             4.22 SF
              Sum  $                        138.62 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        137.34 SF
             PUC with Military Construction Premium      1.3319  $                        182.93 SF
          Inflated from FY 21 PUC 1.0834  $                        198.18 SF
 
FAC  7380 Homeless Support Facility UM =  SF RPAD Average Size 6,040 Source No Replacement Cost Defined
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   N/A            N/A SF
 
FAC  7381 Forestry Guard Station UM =  SF RPAD Average Size                             430 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
17/15 Guard House, Class C, Average  $                          81.50 SF     1.06    $                          86.39 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          85.59 SF
             PUC with Military Construction Premium      1.0210  $                          87.39 SF
          Inflated from FY 21 PUC 1.0834  $                          94.68 SF
 
FAC  7382 Locker Room UM =  SF RPAD Average Size                          3,883 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
18/22 Shower Room Building, Class C, Average  $                        143.00 SF     1.04    $                        148.72 SF
18/36 Sprinkler, Wet System, Average, 5,000 SF   $                             4.48 SF     1.04    $                             4.66 SF
                  Sum  $                        153.38 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        151.96 SF
             PUC with Military Construction Premium      1.0210  $                        155.15 SF
          Inflated from FY 21 PUC 1.0834  $                        168.09 SF
 
FAC  7383 Air Raid/Fallout/Storm Shelter UM =  SF RPAD Average Size                          2,490 Source USACE PAX Newsletter 3.2.2, 20 March 2009
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
62010 Underground Administrative Facility                               6,000  $               235.00     1.4917 $350.55 SF
              PUC $350.55 SF
 
FAC  7384 Miscellaneous Personnel Shelter UM =  SF RPAD Average Size                             335 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
66/2 Picnic shelter  $                          32.80 SF     1.02    $                          33.46 SF
66/2 Lighting Fixtures for Picnic Shelter, 2 Each  $                        172.50 EA                        0.0030 EA/SF 1.02 2  $                             1.05 SF
14/20 Passenger Terminal, Class D, Low Cost  $                          71.50 SF     1.02    $                          72.93 SF
                  Average Facility Cost   $                          53.72 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          53.22 SF
             PUC with Military Construction Premium      1.0210  $                          54.34 SF
          Inflated from FY 21 PUC 1.0834  $                          58.87 SF
 
FAC  7385 Public Restroom/Shower UM =  SF RPAD Average Size                             671 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
18/21 Restroom Building, Class C, Average  $                        157.00 SF     1.04    $                        163.28 SF
18/36 Sprinkler, Wet System, Average, 3,000 SF   $                             4.84 SF     1.04    $                             5.03 SF
                  Sum  $                        168.31 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        166.76 SF
             PUC with Military Construction Premium      1.1141  $                        185.79 SF
          Inflated from FY 21 PUC 1.0834  $                        201.28 SF
 
FAC  7386 Ceremonial Hall UM =  SF RPAD Average Size                        31,689 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
18/23 Fieldhouse, Class C, Good  $                        160.00 SF     1.04    $                        166.40 SF
18/36 Sprinkler, Wet System, Good, 30,000 SF  $                             3.87 SF     1.04    $                             4.02 SF
                  Sum  $                        170.42 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        168.85 SF
             PUC with Military Construction Premium      1.3319  $                        224.90 SF
          Inflated from FY 21 PUC 1.0834  $                        243.65 SF
 
FAC  7387 Exchange Support Facility UM =  SF RPAD Average Size                          6,635 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
13/26 Retail Store, Class C, Average  $                          88.00 SF     1.04    $                          91.52 SF
14/23 Distribution Warehouse, Class C, Average  $                          53.50 SF     1.03    $                          55.11 SF
15/17 Office Building, Class C, Average  $                        118.00 SF     1.05    $                        123.90 SF
14/32 Service (Repair) Garage, Class C, Average  $                          60.00 SF     1.03    $                          61.80 SF
  Average of four building types            Average  $                          83.08 SF
14/37 Sprinkler, Wet System, Average, 5,000 SF  $                             3.71 SF     1.03    $                             3.82 SF
              Sum  $                          86.90 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          86.10 SF
             PUC with Military Construction Premium      1.0210  $                          87.91 SF
          Inflated from FY 21 PUC 1.0834  $                          95.24 SF
 
FAC  7388 Exchange Warehouse UM =  SF RPAD Average Size                        22,334 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Unit Cost Reference Size    Inflation Adjustment by MILCON Index Weighted Unit Cost  
GUC Warehouse/Storage Facility: General Purpose – Large
( >15,000 SF),  Low-Bay (Stack Height < 16 FT)		  $                        245.00                   28,000     NA;  GUCs are as of October 2021  $                        245.00 SF
              PUC $245.00 SF
 
FAC  7389 Private Vehicle Inspection Facility UM =  SF RPAD Average Size                          3,614 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
14/32 Service Garage, Class C, Average  $                          60.00 SF     1.03    $                          61.80 SF
15/31 Community Service Building, Class C, Average  $                        128.00 SF     1.05    $                        134.40  
15/37 Sprinkler, Wet System, Average, 3,000 SF, Wet System  $                             4.86 SF     1.05    $                             5.10 SF
                  Sum  $                        201.30 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        199.44 SF
             PUC with Military Construction Premium      1.0210  $                        203.63 SF
          Inflated from FY 21 PUC 1.0834  $                        220.61 SF
 
FAC  7411 Hobby And Craft Center UM =  SF RPAD Average Size                          7,183 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
15/31 Community Service Building, Class C, Average  $                        128.00 SF     1.05    $                        134.40 SF
15/37 Sprinkler, Wet System, Average, 10,000 SF   $                             4.02 SF     1.05    $                             4.22 SF
                  Sum  $                        138.62 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        137.34 SF
             PUC with Military Construction Premium      1.0210  $                        140.22 SF
          Inflated from FY 21 PUC 1.0834  $                        151.92 SF
 
FAC  7412 Automobile Craft Center UM =  SF RPAD Average Size                          6,924 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
14/32 Service (Repair) Garage, Class C, Average  $                          60.00 SF     1.03    $                          61.80 SF
14/37 Sprinkler, Wet System, Average, 5,000 SF  $                             3.71 SF     1.03    $                             3.82 SF
                  Sum  $                          65.62 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          65.01 SF
             PUC with Military Construction Premium      1.0241  $                          66.58 SF
          Inflated from FY 21 PUC 1.0834  $                          72.13 SF
 
FAC  7413 Golf Club House and Sales UM =  SF RPAD Average Size                          4,240 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
11/30 Clubhouse, Class C, Average  $                        105.00 SF     1.05    $                        110.25 SF
11/35 Sprinkler, Wet System, Average, 5,000 SF   $                             4.09 SF     1.05    $                             4.29 SF
                  Sum  $                        114.54 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        113.48 SF
             PUC with Military Construction Premium      1.3319  $                        151.15 SF
          Inflated from FY 21 PUC 1.0834  $                        163.76 SF
 
FAC  7414 Club and Organization Building UM =  SF RPAD Average Size                          3,688 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
15/31 Community Service Building, Class C, Average  $                        128.00 SF     1.05    $                        134.40 SF
15/37 Sprinkler, Wet System, Average, 3,000 SF   $                             4.86 SF     1.05    $                             5.10 SF
                  Sum  $                        139.50 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        138.21 SF
             PUC with Military Construction Premium      1.2470  $                        172.35 SF
          Inflated from FY 21 PUC 1.0834  $                        186.72 SF
 
FAC  7415 Bowling Center UM =  SF RPAD Average Size                        17,348 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
16/22 Bowling Center, C, Good  $                        108.00 SF     1.06    $                        114.48 SF
16/25 Sprinkler, Wet System, Average, 20,000 SF   $                             3.54 SF     1.06    $                             3.75 SF
                  Sum  $                        118.23 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        117.14 SF
             PUC with Military Construction Premium      1.2815  $                        150.12 SF
          Inflated from FY 21 PUC 1.0834  $                        162.64 SF
 
FAC  7416 Library, General Use UM =  SF RPAD Average Size                        10,353 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
15/32 Library, Class C, Average  $                        147.00 SF     1.05    $                        154.35 SF
15/37 Sprinkler, Wet System, Average, 10,000 SF   $                             4.02 SF     1.05    $                             4.22 SF
                  Sum  $                        158.57 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        157.10 SF
             PUC with Military Construction Premium      1.3319  $                        209.25 SF
          Inflated from FY 21 PUC 1.0834  $                        226.70 SF
 
FAC  7417 Recreation Center UM =  SF RPAD Average Size                          7,609 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Adjustment   Adjusted Cost  
16/18 Community Recreation Center, Class C, Average  $                        135.00 SF     1.06    $                        143.10 SF
16/25 Sprinkler, Wet System, Average, 10,000 SF   $                             3.97 SF 0.2250 % > 12K SF 1.06    $                             0.95 SF
              Sum  $                        144.05 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        142.71 SF
                PUC with Military Cost Premium 1.2982  $                        185.27 SF
          Inflated from FY 21 PUC 1.0834  $                        200.72 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) for Multi-Disciplinary and Facility Specific Design (4 Series) is not provided for this type of facility. 

Building construction material No UFC criteria exist for component material. 

Facility size The average area for this FAC is 7,609 SF. 

Fire suppression system type, quality, and coverage UFC 3-600-01, Fire Protection Engineering for Facilities, requires compliance with National Fire Protection Association (NFPA) Life Safety Code, NFPA Publication 101, for assembly occupancies.  NFPA 101, Section 14.3.5.1, requires new Group A occupancies, in which FAC 7113 is categorized, to be fully sprinklered in all fire areas exceeding 12,000 SF.  This same requirement exists in the International Building Code (IBC), Section 903.2.1.3, governing Occupancy Group A (assembly, A-3 intended for worship, recreation or amusement uses).   The PUC calculation recognizes this difference between those facilities requiring sprinklers (larger than 12,000 SF) and those smaller than 12,000 SF by multiplying the cost of a sprinkler by the ratio of the number of records in the inventory of facilities larger than 12,000 SF to the total number of records, 337/1,500, or22.5%.

Inclusion of a loading dock or similar ancillary feature No elevator has been included in consonance with the Elevator Business Rule.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  
Established standard for components or materials  No UFC criteria exist for component material.   
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes  UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 6, 06 May 2021
 NFPA Publication 101, Life Safety Code, 2021 edition
 IBC, 2021 edition
 
FAC  7418 Indoor Skating Rink UM =  SF RPAD Average Size                        23,192 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
16/20 Ice Skating Rink, Class C, Average  $                          99.50 SF     1.06    $                        105.47 SF
16/25 Sprinkler, Wet System, Average, 20,000 SF   $                             3.54 SF     1.06    $                             3.75 SF
              Sum  $                        109.22 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        108.21 SF
             PUC with Military Construction Premium      1.1897  $                        128.74 SF
          Inflated from FY 21 PUC 1.0834  $                        139.47 SF
 
FAC  7421 Indoor Physical Fitness Facility UM =  SF RPAD Average Size                        15,595 Source USACE PAX Newsletter 3.2.2, 6 April 2017
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
74028 Physical Fitness Facility  $                        250.00                   62,000     1.0946 $273.65 SF
              PUC $273.65 SF
 
FAC  7422 Indoor Swimming Pool UM =  SF RPAD Ave Size                        12,410 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
18/22 Natatorium, Class C, Average  $                        128.00 SF     1.04    $                        133.12 SF
18/36 Sprinkler, Wet System, Average, 15,000 SF   $                             3.74 SF     1.04    $                             3.89 SF
              Sum  $                        137.01 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        135.74 SF
             PUC with Military Construction Premium      1.2051  $                        163.59 SF
          Inflated from FY 21 PUC 1.0834  $                        177.23 SF
 
FAC  7431 Auditorium and Theater Facility UM =  SF RPAD Average Size                          9,284 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
16/13 Theater, Cinema, Class C, Average  $                        109.00 SF     1.06    $                        115.54 SF
65/10 Theater seats, neighborhood theater type, upholstered; assume 1,000 seats  $                        216.50 EA  23.31968979 EA to SF  1.03    $                          24.02 SF
16/25 Sprinkler, Wet System, Average, 10,000 SF   $                             3.97 SF     1.06    $                             4.21 SF
              Sum  $                        143.77 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        142.44 SF
             PUC with Military Construction Premium      1.3149  $                        187.28 SF
          Inflated from FY 21 PUC 1.0834  $                        202.90 SF
 
FAC  7440 Community Activities / Conference Center UM =  SF RPAD Average Size                          9,304 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
16/18 Community Recreation Center, Class C, Good  $                        177.00 SF     1.06    $                        187.62 SF
16/25 Sprinkler, Wet System, Average, 10,000 SF  $                             3.97 SF     1.06    $                             4.21 SF
              Sum  $                        191.83 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        190.05 SF
             PUC with Military Construction Premium      1.3149  $                        249.89 SF
          Inflated from FY 21 PUC 1.0834  $                        270.73 SF
 
FAC  7441 Transient  Lodging UM =  SF RPAD Average Size                        16,917 Source USACE PAX Newsletter 3.2.2, Various Dates
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment                        by MILCON Index Adjusted Cost  
72412 Transient Training Officers Quarters (Newsletter, 20 March 2020)  $                        377.00                   51,738     0.9785 $368.88 SF
72412 Senior Enlisted Officers Quarters, Transient (Newsletter, 16 May 2016)  $                        305.00                   28,000     1.1446 $349.11 SF
                  Average $359.00 SF
              PUC $359.00 SF
 
FAC  7442 Recreational Lodging UM =  SF RPAD Average Size                          2,613 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
12/9 Motel, Class C, Average  $                          96.50 SF     1.02    $                          98.43 SF
12/39 Sprinkler, Wet System, Average, 3,000 SF  $                             3.92 SF     1.02    $                             4.00 SF
              Sum  $                        102.43 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        101.48 SF
             PUC with Military Construction Premium      1.1290  $                        114.57 SF
          Inflated from FY 21 PUC 1.0834  $                        124.12 SF
 
FAC  7443 Transient And Recreational Lodging Support Facility UM =  SF RPAD Average Size                          1,875 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
17/12 Light Commercial Utility Building, Class C, Average  $                          27.50 SF     1.06    $                          29.15 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC  $                          28.88 SF
             PUC with Military Construction Premium      1.0590  $                          30.58 SF
          Inflated from FY 21 PUC 1.0834  $                          33.14 SF
 
FAC  7444 Stable UM =  SF RPAD Average Size                          2,504 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
17/36 Stable, Class C, Average   $                          36.25 SF     1.06    $                          38.43 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          38.07 SF
             PUC with Military Construction Premium      1.0210  $                          38.87 SF
          Inflated from FY 21 PUC 1.0834  $                          42.11 SF
 
FAC  7445 Boathouse UM =  SF RPAD Average Size                          3,094 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
17/18 Boat Storage Building, Class S (substitute for C), Average  $                          32.25 SF     1.06    $                          34.19 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          33.87 SF
             PUC with Military Construction Premium      1.0210  $                          34.58 SF
          Inflated from FY 21 PUC 1.0834  $                          37.46 SF
 
FAC  7446 MWR Sales and Rental Building UM =  SF RPAD Average Size                          3,309 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
15/31 Community Service Building, Class C, Average  $                        128.00 SF     1.05    $                        134.40 SF
15/37 Sprinkler, 3,000 SF, wet, average  $                             4.86 SF     1.05    $                             5.10 SF
              Sum  $                        139.50 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        138.21 SF
             PUC with Military Construction Premium      1.0210  $                        141.11 SF
          Inflated from FY 21 PUC 1.0834  $                        152.88 SF
 
FAC  7447 MWR Storage Building UM =  SF RPAD Average Size                          4,255 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
44220 Storage Building, Unheated   $                        139.00                     4,191     0.9405 $130.73 SF
44220 General Purpose (GP) Warehouse, Installation, Low-Bay, Up to 16 FT Stack Height, < 15,000 SF  $                        352.00                     8,600     0.9405 $331.06 SF
          Average   PUC $230.89 SF
 
FAC  7448 Recreational Support Building UM =  SF RPAD Average Size                          1,360 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Adjustment Inflation Adjustment by MILCON Index Adjusted Cost  
14/40 Mechanical Building, Class “S” (Marshall And Swift Valuation, October 2017)  $                          61.50 SF     1.04 1.2561  $                          80.34 SF
14/37 Sprinkler, Wet, 2,500 SF, Average  $                             4.15 SF 1.15 Extra Hazard 1.04    $                             4.96  
                  Sum  $                          85.31 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          84.52 SF
             PUC with Military Construction Premium      1.1380  $                          96.18 SF
          Inflated from FY 21 PUC 1.0834  $                        104.20 SF
 
FAC  7449 Retail Kennel UM =  SF RPAD Average Size 2,543 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
15/27 Kennel, Class C,  Good  $                        134.00 SF     1.05    $                        140.70 SF
15/37 Sprinkler, Wet, 3,000 SF, Average  $                             4.86 SF     1.05    $                             5.10 SF
66/4 Outdoor Kennel Run, $5.08 per SF (Wire Mesh on Steel Posts [Wall Area]),  20 FT *40 FT Enclosure, 8 FT high, 960 SF  $                     4,872.00 EA 2,543 EA to SF 1.02    $                             1.95 SF
66/4 Outdoor Kennel Run, Mesh Cover (Roof Area), 800 SF @ $6.06/SF  $                     5,008.00 EA 2,543 EA to SF 1.02    $                             2.01 SF
66/4 Gate, Kennel Run, 4 Each  $                        269.00 EA 2,543 EA to SF 1.02    $                             0.43 SF
              Sum  $                        150.20 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        148.81 SF
             PUC with Military Construction Premium      1.3319  $                        198.20 SF
          Inflated from FY 21 PUC 1.0834  $                        214.73 SF
 
FAC  7511 Playground UM =  EA Design Size                                  1 Source USACE PAX Newsletter 3.2.2, 16 May 2016
CATCODE Description Unit Cost (SF) Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
75018 Playground for Preschool Children, Small  $                          20.00                   16,700 SF/EA   1.1446 $382,300.48 EA
75018 Playground for Preschool Children, Medium  $                          16.00                   23,900 SF/EA   1.1446 $437,699.72 EA
75018 Playground for School Age Children, Small  $                          11.00                     4,760 SF/EA   1.1446 $59,931.90 EA
75018 Playground for Youth Center  $                             8.30                   11,340 SF/EA   1.1446 $107,733.19 EA
          Average   PUC $246,916.32 EA
 
FAC  7512 Outdoor Swimming Pool UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
  Pour Concrete Pool, 25 M x 50 M = 13,455 SF Surface Area                
66/7 Poured Concrete Pool, 13,455 SF  $75.50 SF 13,455 SF/EA 1.02   $1,036,169.55 EA
  Deduct 20% for gunnite pools             $828,935.64 EA
66/2 Decking, 11,238 SF, 4″ concrete, unreinforced $5.98 SF 11,238 SF/EA 1.02   $68,489.99 EA
66/2 Add for mesh reinforcing for deck $0.79 SF 11,238 SF/EA 1.02   $8,998.27 EA
66/4 Fence, 6 FT, #9 wire, per LF (Add $2.22/LF for Rails) $20.08 LF 650 LF/EA 1.02   $13,313.04 EA
66/4 Gates, 5 FT wide, 6 FT high, 4 EA $494.00 EA 4 EA 1.02   $2,015.52 EA
              Sum $919,736.94 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC $911,220.85 EA
             PUC with Military Construction Premium      1.1380  $             1,036,931.96 EA
          Inflated from FY 21 PUC 1.0834  $             1,123,412.09 EA
 
FAC  7513 Golf Course UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
  Average of                  
67/1 Class III, Typical Private Club, 18 holes, per hole  $                200,000.00 Hole 18 Holes/EA 1.02    $             3,672,000.00 EA
67/1 Class III, Typical Private Club, 9 holes, per hole  $                200,000.00 Hole 9 Holes/EA 1.02    $             1,836,000.00 EA
                  Average  $             2,754,000.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $             2,728,500.00 EA
             PUC with Military Construction Premium      1.1200  $             3,055,907.41 EA
          Inflated from FY 21 PUC 1.0834  $             3,310,770.08 EA
 
FAC  7514 Golf Driving Range UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
67/2 Lighted driving range, assume 20 stations   $                     9,350.00 Station 20 Stations/EA 1.02    $                190,740.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                188,973.89 EA
             PUC with Military Construction Premium      1.1200  $                211,649.88 EA
          Inflated from FY 21 PUC 1.0834  $                229,301.48 EA
 
FAC  7515 Golf Pitch and Putt Course UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
67/2 Pitch and putt course, Average, 9 holes  $                   50,175.00 Hole 9 Holes/EA 1.02    $                460,606.50 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                456,341.63 EA
             PUC with Military Construction Premium      1.0906  $                497,663.60 EA
          Inflated from FY 21 PUC 1.0834  $                539,168.74 EA
 
FAC  7516 Outdoor Recreation Area Design Size 1 UM =  EA Source Inflated from FY2021;
Fairfax County VA Park Authority
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Outdoor Recreation Area   $21,363.09 EA     1.0834 $23,144.77 EA
 
FAC  7517 Recreational Pier UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
  Assumed size 8 FT wide, 30 FT’ long                
67/6 Ship and boat dock, Light construction, 2″ floating deck, light posts  $                          37.63 SF 240 SF/EA 1.02    $                     9,210.60 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     9,125.32 EA
             PUC with Military Construction Premium      1.0210  $                     9,316.95 EA
          Inflated from FY 21 PUC 1.0834  $                   10,093.98 EA
 
FAC  7518 Marina UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
  Assumed # slips = 90 (from review of military websites)                
67/6 Small Boat Marina, Average cost  $                     9,650.00 SF 90 Slips/EA 1.02    $                885,870.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                877,667.50 EA
             PUC with Military Construction Premium      1.1200  $                982,983.55 EA
          Inflated from FY 21 PUC 1.0834  $             1,064,964.38 EA
 
FAC  7521 Outdoor Playing Court UM =  EA Design Size                                  1 Source Marshall and Swift Valuation, October 2021;
USACE PAX Newsletter 3.2.2, 25 May 2022
 Section/
CATCODE		 TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost  
  Average of 1 Tennis Court and 2  Basketball courts                
67/7 Tennis Court, 7,200 SF (with apron), concrete, net, striping $46,325.00 EA     1.20   $55,590.00 EA
67/7 Lighting (Assume 50% lighting) $13,800.00 EA 50%   1.20   $8,280.00 EA
67/7 Fencing $12,350.00 EA     1.20   $14,820.00 EA
  Subtotal           Sum $78,690.00 EA
67/3 Synthetic Basketball Court (94 FT x 50 FT with a 10 FT apron) $13.40 SF 7,980 SF/EA 1.20   $128,318.40 EA
85110 Asphalt Concrete (AC) pavement for the Basketball Court (3 IN thick plant mix AC @ $19.60/CY) $2.18 SF 7,980 SF/EA   0.9405 $16,361.31  
66/9 Basketball Backstop, with pole $2,405.00 EA 2 per court 1.23   $5,916.30 EA
  Assume 2 basketball courts / 5% deduction for multiple courts           Sum $286,132.43 EA
              Average $182,411.21 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC $182,411.21 EA
             PUC with Military Construction Premium      1.0210  $                186,241.85 EA
 
FAC  7522 Athletic Field UM =  EA Design Size                                   1 Source USACE PAX Newsletter 3.2.2, 30 May 2019
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
75022 Multipurpose Athletics Field (360′ x 160′)  $             1,200,934.00                             1     1.0000 $1,200,934.00 EA
              PUC $1,200,934.00 EA
 
FAC  7523 Running Track UM =  EA Design Size 1 Source Inflated from FY2021;
Fairfax County VA Park Authority
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Running Track  $197,395.06       1.0834 $213,857.81 EA
 
FAC  7524 Stadium UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
  Assume 10,000 seats, priced per seat                
67/4 Grandstand bleachers, open steel frame, school/fairground  $                        157.50 Seat                        10,000 Seats/EA 1.02    $             1,606,500.00 EA
67/4 Concrete/steel bleachers, no interior construction, stadium type, closed deck  $                        304.00 Seat                        10,000 Seats/EA 1.02    $             3,100,800.00 EA
67/4 Bleachers with built-in training rooms, restrooms, snack bar,  college or small municipal stadium type  $                        421.50 Seat                        10,000 Seats/EA 1.02    $             4,299,300.00 EA
              Average  $             3,002,200.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC  $             2,974,401.85 EA
             PUC with Military Construction Premium      1.1200  $             3,362,450.14 EA
          Inflated from FY 21 PUC 1.0834  $             3,642,878.48 EA
 
FAC  7531 Pavilion UM =  SF RPAD Average Size                             731 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
16/23 Pavilion, Class C, Average  $                          93.50 SF     1.06    $                          99.11 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC  $                          98.19 SF
             PUC with Military Construction Premium      1.0210  $                        100.25 SF
          Inflated from FY 21 PUC 1.0834  $                        108.62 SF
 
FAC  7532 Outdoor Theater UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
67/5 Drive-In theater, average (priced per car space)  $                     1,970.00 Car Space 75 Car Spaces / EA 1.02    $                150,705.00 EA
  Assume 75 Cars                
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                149,309.58 EA
             PUC with Military Construction Premium      1.0486  $                156,561.10 EA
          Inflated from FY 21 PUC 1.0834  $                169,618.30 EA
 
FAC  7541 Recreational Camp and Trailer Park UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier # of Spaces Modifier (40 Spaces) Adjusted Cost  
63/2 Trailer and Recreational Vehicle Parks, Low Cost, per space; Assume 40 Spaces; includes paving, utilities, and associated site facilities  $                     7,837.00 Space 40 Spaces/EA 1.01 1.07  $                338,777.84 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                335,641.00 EA
             PUC with Military Construction Premium      1.0486  $                351,942.08  
          Inflated from FY 21 PUC 1.0834  $                381,294.05 EA
 
FAC  7542 Miscellaneous Outdoor Recreation Facility UM =  EA Record Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
67/7 Tennis Court, 7200 SF, lighting, fenced, resilient cushioned layer $96,271.00 EA     1.02    $                   98,196.42 EA
67/2 Miniature Golf Course, 18 Holes, Average Course $15,050.00 Hole 18 Hole to EA 1.02    $                276,318.00 EA
  Baseball, 3.5 acres                
66/8 Soil preparation, per SF, fine grading, 3.5 acres, Average $0.29 SF 152,460 AC to SF 1.02    $                   45,097.67  
66/8 Lawn seeding, per SF, 3.5 acres, Average $0.44 SF 152,460 AC to SF 1.02    $                   68,424.05  
67/7 Batting cage $4,062.50 EA     1.02    $                     4,143.75  
66/9 Baseball backstop, with hood $6,613 EA     1.02    $                     6,744.75  
66/4 Chain-link fence, # 9 wire, 8 FT height (dugouts and bleachers) $223.35 LF 250 LF 1.02    $                   56,954.25  
67/4 Permanent bleachers, wood frame, benches $85.00 Seat 600 Seat to EA 1.02    $                   52,020.00  
  Total for Baseball Field              $                233,384.47 EA
  Football                
66/8 Lawn seeding $0.44 SF 57,600 SF 1.02    $                   25,850.88 EA
66/9 Goal posts, per pair $5,025.00 EA     1.02    $                     5,125.50 EA
  Total for football              $                   30,976.38  
  Soccer                
66/8 Lawn seeding $0.44 SF 75,250 SF 1.02    $                   33,772.20 EA
  Jogging Trail                
66/8 Soil preparation, fine grading $0.29 SF 63,360 SF to EA 1.02    $                   18,741.89 EA
66/8 Mulching $0.45 SF 63,360 SF to EA 1.02    $                   29,082.24 EA
66/8 Edging, redwood (2 edges per trail) $3.60 LF 21,120 LF to EA 1.02    $                   77,552.64 EA
  Total for Jogging Trail              $                125,376.77 EA
            Subtotal, all facilities  $                798,024.23 EA
  Note: see footnotes for sizing of fields         Average facility cost  $                133,004.04 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                131,772.52 EA
            PUC with Military Cost Premium     1.0486  $                138,172.32 EA
          Inflated from FY 21 PUC 1.0834  $                149,695.89 EA
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 4-750-02N (Inactive) provides design criteria for outdoor sports and recreation facilities
Building construction material Material guidance is provided in the referenced UFC and in the following Unified Facilities Guide Specification (UFGS): UFGS 11 68 13, Playground Equipment; UFGS 32 18 16.13, Playground Protective Surfacing; UFGS 32 31 13, Chain Link Fences and Gates; UFGS 32 92 19, Seeding; and, UFGS 32 93 00, Exterior Plants.
Facility size The average quantity for this FAC is 1.42 EA.
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for outdoor recreation facilities. 


Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock as this is not a facility with anticipated deliveries.
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFGS 11 68 13, “Playground Equipment,” 01 August 2017
UFGS 32 18 16.13, “Playground Protective Surfacing,” 01 August 2017
UFGS 32 31 13, “Chain Link Fences and Gates,” 01 November 2021
UFGS 32 92 19, “Seeding,” 01 August 2017
UFGS 32 93 00, “Exterior Plants,” 01 August 2017
Jogging Trail Design size 10,560 ft x 6 ft
FAC 7542 has 2,443 records, of which 1,362 are Air Force; 116 are Navy; and, 965 are Army.
 
FAC  7601 Museum UM =  SF RPAD Average Size                        14,490 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
16/19 Museum, C, Good  $                        203.00 SF     1.06    $                        215.18 SF
16/25 Sprinkler, 15,000 SF, Wet System, Good  $                             4.30 SF     1.06    $                             4.56 SF
              Sum  $                        219.74 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC  $                        217.70 SF
             PUC with Military Construction Premium      1.3319  $                        292.68 SF
          Inflated from FY 21 PUC 1.0834  $                        317.09 SF
 
FAC  7602 Monument and Memorial UM =  EA Design Size 1 Source Inflated from FY2021;
Weighted average by Service FY2000 reported PRV
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  Monument and Memorial $9,453.48       1.0834 $10,241.90 EA
 
FAC  7603 Cemetery UM =  EA Design Size 1 Source No Replacement Cost Defined
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   N/A            N/A EA
 
FAC  7604 Columbarium UM =  CF RPAD Average Size                          4,660 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section Description Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
11/32 Mausoleum, Niche, Average  $                        166.00 Niche 1.54 Niche / CF 1.03    $                        111.03 CF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC  $                        110.00 CF
  Niche’s do not come in standard size; Niches at Arlington National Cemetery are 10″W x 14″H x 19″D, or 1.54 CF      PUC with Military Construction Premium      1.1200  $                        123.20 CF
          Inflated from FY 21 PUC 1.0834  $                        133.47 CF
 
FAC  7605 Pentagon Memorial UM =  EA     Source WHS MILCON Project Cost
  Description Unit Price Units Conversion Area Adjustment Inflation Adjustment Adjusted Cost  
  Project Cost Line Item for 184 Memorials $6,390,138.00 Total 184 Memorials 1.059 1.4759 $48,381.82 EA
Cost from MILCON project DD Form 1354; constructed in 2008. 
Area adjustment = Marshall and Swift Local Multiplier (Class C) for Arlington, VA (1.07) / 2019 DoD Area Cost Factor for Arlington, VA. (1.01).
184 Memorial Units (EA) at the Pentagon Memorial.		         Cost per Memorial Unit $48,381.82 EA
Military Cost Premium not multiplied as cost derived from MILCON         PUC $48,381.82 EA
                       
 
FAC  8111 Electrical Power Source UM =  KW RPAD Average Size                          4,589 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
54/3 Standby power, complete with controls, 1000 KW, Diesel Drive  $                        400.00 KW     1.00    $                        400.00 KW
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        396.30 KW
             PUC with Military Construction Premium      1.0906  $                        432.18 KW
          Inflated from FY 21 PUC 1.0834  $                        468.23 KW
 
FAC  8112 Stand-By/Emergency Power UM =  KW RPAD Average Size                             353 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost (EA) Reference Size (KW) Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
81160 Standby Generator, Diesel, 3 Phase / 4 Wire, 277/480 Volts,
75 KW		  $                125,860.00                           75 75 KW/EA 0.9405 $1,578.28 KW
81160 Standby Generator, Diesel, 3 Phase / 4 Wire, 277/480 Volts,
125 KW		  $                147,890.00                         125 125 KW/EA 0.9405 $1,112.72 KW
81160 Standby Generator, Diesel, 3 Phase / 4 Wire, 277/480 Volts,
200 KW		  $                192,540.00                         200 200 KW/EA 0.9405 $905.42 KW
81160 Standby Generator, Diesel, 3 Phase / 4 Wire, 277/480 Volts,
300 KW		  $                235,990.00                         300 300 KW/EA 0.9405 $739.83 KW
81160 Standby Generator, Diesel, 3 Phase / 4 Wire, 277/480 Volts,
400 KW		  $                319,900.00                         400 400 KW/EA 0.9405 $752.16 KW
81160 Standby Generator, Diesel, 3 Phase / 4 Wire, 277/480 Volts,
500 KW		  $                396,790.00                         500 500 KW/EA 0.9405 $746.36 KW
81160 Standby Generator, Diesel, 3 Phase / 4 Wire, 277/480 Volts,
750 KW		  $                617,040.00                         750 750 KW/EA 0.9405 $773.77 KW
                  Average $944.08 KW
              PUC $944.08 KW
 
FAC  8113 Electrical Power Source, Hydroelectric UM =  MW RPAD Average Size                          3,000 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost  
14/41 Generating Plant, Hydropower  $                     3,825.00 KW 1000 KW to MW 1.05 1.2561  $             5,044,921.40 MW
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $             4,998,209.16 MW
No assets in the 2019 RPAD          PUC with Military Construction Premium      1.1200  $             5,597,971.19 MW
          Inflated from FY 21 PUC 1.0834  $             6,064,841.99 MW
 
FAC  8114 Electrical Power Source, Wind Generated UM =  KW RPAD Average Size                             440 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost  
14/41 Wind power turbine  $                     4,675.00 KW     1.05 1.2075  $                     5,927.32 KW
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     5,872.43 KW
             PUC with Military Construction Premium      1.1200  $                     6,577.10 KW
 
FAC  8115 Electrical Power Source, Photovoltaic UM =  KW RPAD Average Size                          1,213 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier Number Adjusted Cost  
54/5 Solar Module, 300 W, High Cost  $                     3,175.00 Watts 300 KW per system 1.00 1,000  $                   10,583.33 KW
54/5 Industrial Inverter, 3-Phase, grid-tie, 300 KW, High Cost   $                212,000.00 KW 300 KW per system 1.00    $                        706.67 KW
54/5 Charge Controller, 60 amp, 20 each, High Cost  $                        775.00 Amp 300 KW per system 1.00 20  $                          51.67 KW
54/5 Industrial Deep-Cycle Battery Pack, 24 volt, High Cost  $                     8,200.00 Volt 300 KW per system 1.00 10  $                        273.33 KW
                  Sum  $                   11,615.00 KW
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                   11,507.45 KW
             PUC with Military Construction Premium      1.1200  $                   12,888.30 KW
          Inflated from FY 21 PUC 1.0834  $                   13,963.18 KW
 
FAC  8121 Electrical Power Distribution Line, Overhead UM =  LF RPAD Average Size                        49,463 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
81241 H-Frame Distribution Lines, 15-69 KV, Short Lines with Cross Arms and Insulators  $                   52,450.00                     1,000 1000 to LF 0.9405 $49.33 LF
81241 Overhead Lines below 15 KV, with Cross Arms and Insulators  $                   49,290.00                     1,000 1000 to LF 0.9405 $46.36 LF
                  Average $47.84 LF
              PUC $47.84 LF
 
FAC  8122 Exterior Lighting, Pole UM =  EA Design Size 1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
66/1 Street light, underground  wiring, 200′ O.C.  $                     2,975.00 EA     1.05    $                     3,123.75 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     3,094.83 EA
             PUC with Military Construction Premium      1.0906  $                     3,375.06 EA
          Inflated from FY 21 PUC 1.0834  $                     3,656.54 EA
 
FAC  8123 Electrical Power Distribution Line, Underground UM =  LF RPAD Average Size                        21,181 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost (LF) Reference Size Conversion Inflation Adjustment
by MILCON Index		 Adjusted Cost  
81242 Direct Burial, #1/0 – 3/C, 600 Volts DB, SEU Copper Conductor, Excavation and Backfill  $                        498.00                             1     0.9405 $468.37 LF
81242 Underground Ductbanks, 1-Way, 4″ Diameter PVC, Encased Burial, including Excavation, Cast-in-Place Concrete, Backfill  $                          21.30                             1     0.9405 $20.03 LF
81242 Underground Ductbanks, 2-Way, 4″ Diameter PVC, Encased Burial, including Excavation, Cast-in-Place Concrete, Backfill  $                          37.50                             1     0.9405 $35.27 LF
81242 Underground Ductbanks, 4-Way, 4″ Diameter PVC, Encased Burial, including Excavation, Cast-in-Place Concrete, Backfill  $                          65.00                             1     0.9405 $61.13 LF
81242 Underground Ductbanks, 6-Way, 6″ Diameter PVC, Encased Burial, including Excavation, Cast-in-Place Concrete, Backfill  $                        151.00                             1     0.9405 $142.02 LF
              Average $145.36 LF
              PUC $145.36 LF
 
FAC  8124 Electric Vehicle Charge Facility UM =  KW No RPAD Data   Source Industry Study, 2019
Level Type of Charger Chargers per Pedestal KW/Charger Per-Charger Cost for Equipment Per-Charger Cost for Installation $/KW Inflation Adjustment
by MILCON Index		 Adjusted Cost
Level 1 Non-networked  One   1.4  $                    813.00  $                2,836.00  $              2,606.43 1.1446 Level I Average  
Level 1 Non-networked  Two  1.4  $                    596.00  $                3,020.00  $              2,582.86 1.1446  $                     2,969.86 KW
Level 2 Non-networked  One   6.6  $                1,182.00  $                3,090.00  $                 647.27 1.1446    
Level 2 Non-networked  Two  6.6  $                    938.00  $                3,090.00  $                 610.30 1.1446    
Level 2 Networked  One   6.6  $                3,127.00  $                3,090.00  $                 941.97 1.1446 Level II Average  
Level 2 Networked  Two  6.6  $                2,793.00  $                3,090.00  $                 891.36 1.1446  $                        884.47 KW
DC fast Networked 50 kW  One   50  $              28,401.00  $              26,964.00  $              1,107.30 1.1446    
DC fast Networked 150 kW  One   150  $              75,000.00  $              28,312.00  $                 688.75 1.1446 Level III Average  
DC fast Networked 350 kW  One   350  $            140,000.00  $              39,097.00  $                 511.71 1.1446  $                        880.49 KW
              Weighted Average  $                     1,092.41 KW
                PUC with Military Cost Premium 1.0906  $                     1,191.33 KW
Notes: Based on Industry data, population weighting is 10% Level I, 75% Level II, 15% Level III
Primary Source: Estimating electric vehicle charging  infrastructure costs across major U.S. metropolitan areas by Michael Nicholas
Alternate Source: Plug-In Electric Vehicle and Infrastructure Analysis; Idaho National Laboratory
Alternate Source: Pulling Back the Veil on EV Charging Station Costs; Rocky Mountain Institute
Applicable Business Rules • MILCON Cost Premium Business Rule
 
FAC  8131 Electrical Power Substation UM =  KV RPAD Average Size                          4,674 Source PACES 1.4; UFC 3-550-01, September 2016,
with Change 3, 01 November 2019
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
A1030010105 203.2 mm(8″) Slab On Grade 27,579 kPa(4000 PSI)     2,400.00 SF $19,454.27 $18,293.62 $679.13 $20,725.80 $38,427.02 SF
D5010010104 800 Amp Main Transformer (750 KVA Transformer, Secondary)     3.00 EA $104,977.91 $17,576.22 $1,729.56 $72,768.57 $124,283.68 EA
D5010050612 Enclosed Cir Bkr 600V 225A     3.00 EA $17,568.60 $8,374.42 $0.00 $14,540.81 $25,943.02 EA
D5010060715 Fused Safety Switch; 600V- NEMA 1     6.00 EA $7,015.75 $2,474.44 $0.00 $5,400.38 $9,490.18 EA
D5010060718 800A Main Switch Board Section, 480V, 3PH Copper Bus     3.00 EA $47,380.64 $0.00 $0.00 $28,665.60 $47,380.64 EA
D5090030303 Transformer Grounding     6.00 EA $531.27 $1,370.57 $0.00 $961.62 $1,901.84 EA
D5090040401 Lightning Protection System     12.00 EA $3,642.54 $4,945.73 $0.00 $4,513.91 $8,588.27 EA
D5090060601 Energy Management Control System     9.00 PTS $1,883.47 $332.95 $0.00 $6,800.70 $9,465.46 PTS
D5090909001 Three Pair Conductor Signal Filter     9.00 EA $48,964.06 $4,833.78 $0.00 $31,881.43 $53,797.84 EA
D5090909039 1600 Amp Bus Duct 60.00 LF $44,335.61 $7,835.72 $0.00 $30,483.40 $52,171.34 LF
D5090909052 1600 Amp Feeder Duct     60.00 LF $46,284.43 $7,835.58 $0.00 $31,662.38 $54,120.01 LF
D5090909055 4000 Amp Feeder Duct     40.00 LF $81,200.76 $17,412.71 $0.00 $57,260.47 $98,613.46 LF
G4010022677 Oil filled transformer pad mounted, 15 kV with taps, 480 V secondary 3 phase, 1500 kVA 3.00 EA $148,597.38 $25,734.39 $2,984.84 $103,728.78 $177,316.61  
G4010033076 Oil circuit breakers, 13 to 26 kV     3.00 EA $272,834.54 $14,003.64 $2,602.19 $173,182.12 $289,440.38  
G4010053217 Steel pole, square, tapered shaft, 20′, for distribution     6.00 EA $8,769.68 $4,082.01 $473.45 $7,498.86 $13,325.14  
G4010060555 15 KV, 3/0 To 4/0 Conductor, Terminations & Splicing     12.00 EA $6,684.45 $4,897.32 $0.00 $6,331.68 $11,581.77  
G4010064407 Wire, copper, stranded, 600 volt, #2, type XHHW, in raceway     1,500.00 LF $5,822.09 $2,612.05 $0.00 $4,742.50 $8,434.15  
Transmission to Distribution Substation, 3 Phase to 3 Phase above ground designed to average RPAD inventory size/rating
PACES Input Parameters:
Project Location = Fort Myer, VA (ACF= 1.00)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		           $601,149.01 $1,024,280.81 Total
          PUC $219.14 KV
               
               
 
FAC  8132 Electrical Power Switching Station UM =  KV RPAD Average Size                        10,257 Source PACES 1.4; UFC 3-550-01, September 2016,
with Change 3, 01 November 2019
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
A1030010105 203.2 mm(8″) Slab On Grade 27,579 kPa(4000 PSI)     1,200.00 SF $9,513.04 $8,953.06 $332.37 $10,357.95 $18,798.48 SF
D5010050612 Enclosed Circuit Breaker 600V 225A     12.00 EA $68,785.88 $32,788.15 $0.00 $58,163.27 $101,574.03 EA
D5010060715 Fused Safety Switch; 600V- NEMA 1     12.00 EA $13,734.31 $4,844.05 $0.00 $10,800.78 $18,578.35 EA
D5090040401 Lightning Protection System     6.00 EA $1,782.72 $2,420.49 $0.00 $2,256.98 $4,203.21 EA
D5090060601 Energy Management Control System     9.00 PTS $1,843.54 $325.90 $0.00 $6,800.68 $9,264.92 EA
D5090909001 Three Pair Conductor Signal Filter     3.00 EA $15,975.65 $1,577.13 $0.00 $10,627.15 $17,552.78 EA
D5090909039 1600 Amp Bus Duct 60.00 LF $43,396.93 $7,669.75 $0.00 $30,483.67 $51,066.68 EA
G4010033076 Oil circuit breakers, 13 to 26 kV     3.00 EA $267,055.39 $13,707.02 $2,547.07 $173,182.11 $283,309.49 PTS
G4010053217 Steel pole, square, tapered shaft, 20′, for distribution     6.00 EA $8,583.97 $3,995.54 $463.42 $7,498.89 $13,042.93 EA
G4010060555 15 KV, 3/0 To 4/0 Conductor, Terminations & Splicing 12.00 EA $6,542.84 $4,793.59 $0.00 $6,331.66 $11,336.42 LF
G4010064407 Wire, copper, stranded, 600 volt, #2, type XHHW, in raceway 2,500.00 LF $9,504.95 $4,261.21 $0.00 $7,908.58 $13,766.16 LF
Switching Station, 3 Phase to 3 Phase above ground designed to average RPAD inventory size/rating
PACES Input Parameters:
Project Location = Fort Myer, VA (ACF= 1.00)
Midpoint of Construction: 1 October 2021
SIOH =  0 %
Contingency = 0 %
Planning and Design = 0 %		           324411.72 $542,493.45 Total
          PUC  $                          52.89 KV
               
               
 
FAC  8133 Electrical Power Transformers UM =  KV RPAD Average Size                          1,630 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost (EA) Reference Size Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
81360 Transformer, 500 kVA, Oil Filled, 15 kV W/ TAPS, 480 V Secondary,  3 Phase  $                   29,150.00                         500 500 EA/KV 0.9405 $54.83 KV
81360 Transformer, 1,000 kVA, Oil Filled, 15 kV W/ TAPS, 480 V Secondary, 3 Phase  $                   52,920.00                     1,000 1000 EA/KV 0.9405 $49.77 KV
81360 Transformer, 2,000 KVA, Oil Filled, 15 kV W/ TAPS, 480 V Secondary, 3 Phase  $                   74,330.00                     2,000 2000 EA/KV 0.9405 $34.95 KV
              Average $46.52 KV
              PUC $46.52 KV
 
FAC  8134 Lightning Protection System, Standalone UM =  EA RPAD Average Size 8 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
54/2 Utility Pole, 40′ High  $                     1,320.00 EA     1.00    $                     1,320.00 EA
54/1 Grounding Rod, Complete, Good  $                        322.00 EA     1.00    $                        322.00 EA
54/1 Lightning Terminal Point  $                        159.00 EA     1.00    $                        159.00 EA
54/1 Cable, Lightning Protection, 80 FT  $                             6.52 FT 80 FT/EA 1.00    $                        521.60 EA
54/2  Insulator and Cable  $                        350.00 EA     1.00    $                        350.00 EA
                  Sum  $                     2,672.60 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     2,647.85 EA
By FAC definition, “EA” refers to 1 pole/support structure within a lightning protection system.  Assume Poles are 40′ tall.      PUC with Military Construction Premium      1.0906  $                     2,887.62 EA
          Inflated from FY 21 PUC 1.0834  $                     3,128.45 EA
 
FAC  8211 Heat Source UM =  BH RPAD Average Size                19,355,911 Source Marshall and Swift Valuation, October 2021
Section Feature Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
  1 Boiler Horsepower (BHP) = 33,475 BH 33,479 BH/BHP 578.15 BHP = average size      
62/1 Large high capacity package industrial boiler proportional cost of 1,000 HP and 6,000 HP boilers  $                        460.50 BHP            
  Cost per BH = ($/BHP)*BHP/BH   /BH $0.0138 per BH 1.24   0.0171 BH
62/5 Steel stack, 36 ” diameter, 3/8″, including foundation, 30 FT high (Cost per foot of height)  $                        745.00 LF 0.0012 per BH 1.24   0.0014 BH
              Sum 0.0185 BH
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
  UM changed for FY17 at direction of the OASD(S) Real Property Categorization Panel           PUC  $                        0.0185 BH
Conversion 1 Boiler Horsepower (BHP) = 33,475 BH 33,475 BH/BHP                        578.22 BHP = average size      
         PUC with Military Construction Premium      1.0906  $                        0.0202 BH
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code (BPVC) Section IV (2015)  governs the construction of the boiler (heat source).
Heat source controls are governed by ASME CSD-1-2015. 
UFC 3-410-01 provides general guidance for the heating system, including sizing and heat loss calculation guidance.
UFC 3-430-02FA  provides guidance for steam boilers, referring the design professional to the ASME code for specific requirements and criteria.
UFC 3-430-08N  provides guidance for a variety of central heating plants, referring the design professional to the ASME code for specific requirements and criteria.


Building construction material UFCs cited above direct the user to the ASME code for construction (fabrication) of a heat source. 
Facility size The average quantity for this FAC is 42,885,137 BH (Btu/hr.).  The common industry unit of measure is “MB”, thousands of Btu/hr.
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for this device.  The utility plant building in which this FAC is typically located is governed by
UFC 3-600-01, “Fire Protection Engineering for Facilities,” requires compliance with NFPA 850 in power generating plants.   NFPA 850  requires the use of an appropriate fire suppression system.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock as this is not a facility nor building
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No Unified Facilities Criteria UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  ASME BPVC establishes standard for boiler components and materials.

Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes Marshall & Swift cost are for standard gas- and light-oil-fired boilers, complete with pumps, controls and gauges, 15 LB pressure for steam, 30 LB for water.  Cost does  not include flue piping, electric wiring, pad, gas or oil piping or storage tanks.
ASME Boiler and Pressure Vessel (BPVC), 2021
Controls and Safety Devices for Automatically Fired Boilers, 2015
UFC 3-410-01, “Heating, Ventilation and Air Conditioning Systems,” 01 July 2013, with Change 8, 21 July 2021
UFC 3-430-02FA, “Central Steam Boiler Plants,” 15 May 2003, with Change 1, 01 December 2007
UFC 3-430-08N, “Central Heating Plants,” 16 January 2004
UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 6, 06 May 2021
NFPA 850, “Recommended Practice for Fire Protection for Electric Generating Plants and High Voltage Direct Current Converter Stations,” 2015 edition
 
FAC  8221 Heat Distribution Line UM =  LF RPAD Average Size                        14,996 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost (LF) Reference Size Conversion Inflation Adjustment  by MILCON Index Adjusted Cost  
82210 Common Conduit Underground (UGND) – Combined Steam (ST) Supply & Condensate (CNDS) Return (RTN) Pipes, Prefabricated Black Steel (PBS) Pipe, Insulated (INSL) Cases), including Fittings (FTG) and Testing (TST) and Steam Manholes @ 250 FT On Center (O.C.), 3 FT Deep Excavation  and Backfill 
  2 IN ST Supply & 1-1/4 IN CNDS Return PBS Pipe, in 12-3/4 IN INSL Case with Manholes (MH) @ 250 FT On Center ( O.C.)  $                        591.00  NA      0.9405 $555.84 LF
  1-1/2 IN ST Supply & 1-1/2 IN CNDS Return, in 10-3/4 IN INSL Case with MH @ 250 FT  O.C.  $                        586.00  NA      0.9405 $551.13 LF
  1-1/4″ IN ST Supply & 1-1/2 IN CNDS Return, in 10-3/4 IN INSL Case with MH @ 250′ O.C.  $                        586.00  NA      0.9405 $551.13 LF
                Average Common Conduit ST Lines, UGND $552.70 LF
82210 Single Conduit – ST or High Pressure Water (HPW) PBS Pipe with INSL Case on Supports, including FTG and TST 
  1-1/4 IN PBS ST Pipe in 12-3/4 IN INSL Case on Supports  $                        364.00  NA      0.9405 $342.34 LF
  2 IN PBS ST Pipe in 12-3/4 IN INSL Case on Supports  $                        380.00  NA      0.9405 $357.39 LF
  3 IN PBS ST Pipe in 14 IN INSL Case on Supports  $                        404.00  NA      0.9405 $379.96 LF
  4 IN PBS ST Pipe in 14 IN INSL Case on Supports   $                        439.00  NA      0.9405 $412.88 LF
  6 IN PBS ST Pipe in 18 IN INSL Case on  Supports  $                        543.00  NA      0.9405 $510.69 LF
              Average $400.65 LF
82210 Concrete Trench with Cover for ST and HW Piping: 18 IN Deep X
24 IN Wide X 6 IN Thick Wall with Concrete Cover		  $                        168.00  NA      0.9405 $158.00 LF
                Average Single Conduit ST or HPW Pipes, UGND $558.66 LF
82220 Common Conduit  – Combined Hot Water (HW) Supply & Return (RTN) Pipes, PBS, INSL Case, including Excavation, Backfill, FTG and TST
  1 IN HW & 1 IN RTN Pipe in 10-3/4 IN PBS INSL Case  $                        433.00  NA      0.9405 $407.24 LF
  1-1/2 IN HW & 1-1/2 IN RTN Pipe in 10-3/4 PBS INSL Case   $                        433.00  NA      0.9405 $407.24 LF
  2 IN HW & 2 IN RTN Pipe in 10-3/4 IN PBS INSL Case  $                        439.00  NA      0.9405 $412.88 LF
  3 IN HW & 3 IN RTN Pipe in 16 IN PBS INSL Case  $                        498.00  NA      0.9405 $468.37 LF
  4 IN HW & 4 IN RTN Pipe in 10 IN PBS INSL Case  $                        655.00  NA      0.9405 $616.03 LF
                Average Common Conduit HW Pipes, UGND $462.35 LF
                       
              Average PUC $524.57 LF
 
FAC  8231 Heat Gas Production Plant UM =  BH RPAD Average Size                54,000,000 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
                       
64/3 Air Compressor, 20 HP  $                   10,950.00 EA 54,000,000 EA to BH 1.06   0.0002 BH
61/8 Welded Steel Pressure Tank, 45,000 GA  $                313,000.00 EA 54,000,000 EA to BH 1.00   0.0058 BH
62/3 Utility Piping, Pressure Pipe, 4″ Steel, 520 FT Total Length  $                          42.13 FT 54,000,000 Total to BH 1.06   0.0004 BH
62/2 Valves, Steel, Heavy Duty, 4″, 4 EA  $                     8,125.00 EA 54,000,000 Total to BH 1.06   0.0006 BH
              Sum 0.0060 BH
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.01  
          SF       PUC  $                        0.0064 BH
             PUC with Military Construction Premium      1.0906  $                        0.0069 BH
          Inflated from FY 21 PUC 1.0834  $                        0.0075 BH
 
FAC  8232 Heat Gas Storage UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
61/8 Welded Steel Pressure Tank, complete installation, 12,000 gal  $                102,000.00 EA     1.00    $                102,000.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                101,055.56 EA
             PUC with Military Construction Premium      1.0906  $                110,206.19 EA
          Inflated from FY 21 PUC 1.0834  $            119,397.3848 EA
 
FAC  8241 Heat Gas Distribution Line UM =  LF RPAD Average Size                          8,472 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
66/1 Gas Main, 4″ plastic  $                          18.95 LF     1.05    $                          19.90 LF
66/1 Gas Main, 3″ Steel  $                          18.75 LF     1.05    $                          19.69 LF
              Average  $                          19.79 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          19.61 LF
             PUC with Military Construction Premium      1.0906  $                          21.38 LF
          Inflated from FY 21 PUC 1.0834  $                          23.17 LF
 
FAC  8261 Refrigeration and Air Conditioning Source UM =  TR RPAD Average Size                             483 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
53/5 Engineered System, installation, power,
connections, and all ancillary item, 200 TR		  $                     4,875.00 TR     1.01    $                     4,923.75 TR
53/5 Engineered System, installation, power,
connections, and all ancillary items, 300 TR		  $                     4,700.00 TR     1.01    $                     4,747.00 TR
              Average  $                     4,835.38 TR
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     4,790.60 TR
            PUC with Military Cost Premium     1.0906  $                     5,224.39 TR
          Inflated from FY 21 PUC 1.0834  $                     5,660.11 TR
Note: “Section” refers to the Marshall & Swift Valuation Guide section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the Marshall and Swift facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10) which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  As stated in Section 1 page 11 of the Marshall and Swift Valuation guide, “to obtain the current replacement value, the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 3-401-01, “Mechanical Engineering,” provides general guidance for the application of mechanical engineering principles for the selection and design of refrigeration and air conditioning systems.
Unified Facilities Guide Specifications (UFGS) provide guidance for reciprocating, absorption, vapor compression, and centrifugal  chillers. 
UFC 4-826-10, “Design: Refrigeration Systems for Cold Storage,” provides design guidance for cold storage refrigeration systems. 

Building construction material Unified Facilities Guide Specifications (UFGS), listed below, provide guidance for the selection of materials.
Facility size The average quantity for this FAC is 483 TR (tons of refrigeration). 
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for this device.  The utility plant building in which this FAC is typically located is governed by
UFC 3-600-01, “Fire Protection Engineering for Facilities” requires compliance with National Fire Protection Association (NFPA) 850 in power generating plants, which requires the use of an appropriate fire suppression system.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock as this is not a facility nor building
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• Fire Sprinkler Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-401-01, “Mechanical Engineering,” of 1 July 2013 with Change 1, October 2015
UFC 3-600-01, “Fire Protection Engineering For Facilities,” 8 August 2016 with Change 6, 06 May 2021
UFC 4-826-10, “Design: Refrigeration Systems for Cold Storage,” 10 July 2002
UFGS 23 64 00, “Packaged Water Chillers, Absorption Type,” 01 November 2016
UFGS 23 64 10, “Water Chillers, Vapor Compression Type,” 01 November 2016
UFGS 42 22 13.00 40, “Centrifugal Process Chillers and Coolers,” 01 August 2017
UFGS 42 22 16.00 40, “Reciprocating Process Chillers and Coolers,” 01 May 2017
NFPA 850, “Recommended Practice for Fire Protection for Electrical Generating Plants and High Voltage D Converter Stations,”01  6.6.1, 2015.
 
FAC  8271 Chilled Water and Refrigerant Distribution Line UM =  LF RPAD Average Size                          8,018 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
62/3 Utility Piping, pressure pipe, 6″, steel, including trenching and backfill  $                          52.13 LF     1.06    $                          55.25 LF
62/3 Return Line, Same as above  $                          52.13 LF     1.06    $                          55.25 LF
62/2 Valve, Steel, General Duty,  6″, 1 per 316 FT block  $                     3,750.00 EA 316 EA to LF 1.06    $                          12.58 LF
              Sum  $                        123.08 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        121.94 LF
             PUC with Military Construction Premium      1.0906  $                        132.99 LF
          Inflated from FY 21 PUC 1.0834  $                        144.08 LF
 
FAC  8311 Sewage Treatment UM =  KG RPAD Average Size                          1,341 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost  
14/41 Sewage Treatment Plant, Large, Municipal, 1M-5M GA/Day  $                             6.33 GA 1000 GA to KG 1.05 1.2075  $                     8,025.65 KG
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     7,951.34 KG
                 PUC with Military Construction Premium  1.1200  $                     8,905.46 KG
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 3-240-02, “Domestic Wastewater Treatment,” provides design criteria for this FAC
Building construction material Unified Facilities Guide Specifications (UFGS) provide guidance for the selection of materials; see references in Footnotes below.
Facility size The average quantity for this FAC is 1,341 KG.  The standard industry unit of measure is MGD, millions of gallons per day. 
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for sewage treatment. 


Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock as this is not a facility nor building
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes N/A
Established standard for components or materials  No UFC requirement exists for the incorporation of overhead cranes. 

Applicable Business Rules • M&S Selection Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-240-02, “Domestic Wastewater Treatment,” 01 November 2012
UFGS 46 20 20, “Sewage Bar Screen and Mechanical Shredder,” February 2011
UFGS 46 30 13, “Advanced Oxidation Processes (AOP),” February 2011
UFGS 46 43 21, “Circular Clarifier Equipment,” February 2011, with Change 2, February 2013
UFGS 46 61 00, “Filtration Equipment,” February 2011, with Change 1, August 2014
UFGS  46 73 00.35, “Sludge-Digester Gas, Heating and Mixing System,” February 2011, with Change 1, August 2014 (Archived – no replacement)
UFGS 46 73 10, “Floating Cover for Sludge-Digestion Tanks,” February 2011 (Archived – no replacement)
 
FAC  8312 Industrial Waste Treatment UM =  KG RPAD Average Size                             494 Source Marshall and Swift Valuation, October 2017
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost  
14/41 Sewage Treatment Plant, Large, Municipal, 1M to 5M GPD  $                             6.33 GA 1000 GA to KG 1.05 1.2075  $                     8,025.65 KG
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     7,951.34 KG
             PUC with Military Construction Premium      1.1200  $                     8,905.46 KG
 
FAC  8313 Water Separation Facility UM =  KG RPAD Average Size                             406 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
17/39 Waste System Separator, High Cost  $                   15,500.00 EA 406 EA to KG 1.03    $                          39.32 KG
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          38.96 KG
             PUC with Military Construction Premium      1.1200  $                          43.63 KG
          Inflated from FY 21 PUC 1.0834  $                          47.27 KG
 
FAC  8314 Septic Tank and Drain Field UM =  GA RPAD Average Size                        11,392 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
53/10 Septic tank, installed, connected, 10,000 GA  $                   18,300.00 EA                        10,000 EA to GA 1.01    $                             1.85 GA
53/10 Drain field factor 1.25 x tank cost  $                   22,875.00 EA                        10,000 EA to GA 1.01    $                             2.31 GA
53/10 Grinder pump system  $                     9,625.00 EA                        10,000 EA to GA 1.01    $                             0.97 GA
              Sum  $                             5.13 GA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                             5.08 GA
             PUC with Military Construction Premium      1.0906  $                             5.54 GA
          Inflated from FY 21 PUC 1.0834  $                             6.01 GA
 
FAC  8315 Septic Lagoon and Settlement Ponds UM =  GA RPAD Average Size                  1,126,814 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
17/43 Lagoon, Open pit, Concrete  $                             2.06 CF                            7.48 CF to GA 1.03    $                             0.28 GA
17/43 Agitator & pump  $                   19,600.00 EA                   1,126,814 EA to GA 1.03    $                             0.02 GA
              Sum  $                             0.30 GA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                             0.30 GA
             PUC with Military Construction Premium      1.0906  $                             0.33 GA
          Inflated from FY 21 PUC 1.0834  $                             0.35 GA
 
FAC  8316 Sewage Lift Stations UM =  KG Design Size                                  1 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost Units Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
83150 Sewage Lift Station, 200,000 GPD  $                361,000.00  EA  200 GPD to KG 0.9405 $1,697.60 KG
83150 Sewage Lift Station, 100 GPM  $                314,710.00  EA  144 GPM to KG 0.9405 $2,055.45 KG
83150 Sewage Lift Station, 288,000 GPD (200 GPM)  $                403,930.00  EA  288 GPD to KG 0.9405 $1,319.08 KG
                  Average $1,690.71 KG
              PUC $1,690.71 KG
 
FAC  8321 Sewer and Industrial Waste Line UM =  LF Average Size of Inventory                        11,392 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
66/1 Sewer main, 9 FT Average depth, 8 IN plastic pipe  $                          20.15 LF     1.05    $                          21.16 LF
66/1 Sewer lateral, 5 FT average depth, 6 IN vitrified clay  $                          25.25 LF     1.05    $                          26.51 LF
            Average of main and lateral      $                          23.84 LF
66/1 Sewer clean outs, 60 FT o.c., EA  $                        780.00 EA                        0.0167 60 FT o.c. 1.05    $                          13.65 LF
66/1 Sewer manholes, 400 FT o.c., EA  $                     2,900.00 EA 0.0025 400 FT o.c. 1.05    $                             7.61 LF
              Sum  $                          45.10 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          44.68 LF
             PUC with Military Construction Premium      1.0906  $                          48.73 LF
          Inflated from FY 21 PUC 1.0834  $                          52.79 LF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria UFC 3-240-01 and American Society of Civil Engineers (ASCE) Manual of Practice (MOP) 60 provide design criteria for this FAC.
Building construction material UFGS 33 30 00  provides guidance for the selection of materials. 

Facility size The average quantity for this FAC is 11,392 LF.  Sewer size (diameter) is taken in the cost estimate as the average between a “main” and a “lateral”.  Design criteria for the selection of the diameter is taken from ASCE MOP 60.  This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for underground sewage/industrial waste lines. 


Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock as this is not a facility nor building
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, Manual of Practice and a Unified Facilities Criteria, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-240-01, “Wastewater Collection”, 1 November 2012, with Change 2, 1 January 2019.
UFGS 33 30 00, “Sanitary Sewerage,” May 2018.
ASCE MOP 60, “Gravity Sanitary Sewer Design and Construction,” 2nd Edition, January 1, 2007.
 
FAC  8331 Refuse Collection and Recycling Structure UM =  SF Design Size                                  1 Source Marshall and Swift Valuation, October 2017;
Army Public Works Technical Bulletin
(PWTB) 200-1-68, 31 December 2009
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost  
14/40 Waste transfer and recycling buildings with tipping floor and small office, excluding equipment. Class C/D/S   $                          64.50 SF     1.23 1.2075  $                          95.80 SF
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.04  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
              PUC  $                          93.99 SF
  2021 RPCS changed the Unit of Measure (UM) from EA to SF.  The UM was changed to SF for the PUC calculation.      PUC with Military Construction Premium      1.0486  $                          98.55 SF
 
FAC  8332 Incinerator UM =  TH RPAD Average Size                            10.8 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
62/6 Incinerator, 2000 LB/HR extrapolated  $                250,000.00 TH     1.06   $265,000.00 TH
62/6 Feeder  $                   17,300.00 EA 10.8 EA to TH 1.06   $1,697.96 TH
62/5 Chimney, 12″ round, per foot, assume 50 ft  $                        138.00 FT 5 FT to TH 1.06   $677.22 TH
54/1 Service entrance, 3 Ph, 400 A  $                     6,950.00 EA 10.8 EA to TH 1.00   $643.52 TH
54/1 Safety switch, 400 A  $                     2,647.50 EA 10.8 EA to TH 1.00   $245.14 TH
54/1 Switchgear, 400 A, Commercial  $                     7,100.00 EA 10.8 EA to TH 1.00   $657.41 TH
54/1 Circuit breakers, 400-600 A, 2 EA,240-480v  $                     2,647.50 EA 10.8 EA to TH 1.00   $490.28 TH
              Sum $269,411.53 TH
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                266,916.98 TH
             PUC with Military Construction Premium      1.1200  $                298,945.78 TH
          Inflated from FY 21 PUC 1.0834  $                323,877.86 TH
 
FAC  8333 Sanitary Landfill UM =  AC RPAD Average Size                            22.2 Source Private Sector Bid Prices
  Description Unit Price UM Conversion Area Adjustment Inflation Adjustment by MILCON Index Adjusted Cost
  Landfill Construction, Franklin Ohio, 2019 $521,505.00 AC     0.93 1.1446 $641,850.54 AC
  Landfill Construction,Chautauqua County, NY 2021 $1,200,000.00 AC     1.06 1.0834 $1,226,472.63 AC
  Landfill Construction,White City Oregon, 2018 $380,000.00 AC     1.14 1.2075 $402,503.21 AC
                  PUC $934,161.58 AC
         PUC with Military Construction Premium      1.1200  $             1,046,256.66 AC
Cost from municipal contract price, Franklin, Ohio, 2019
Area Cost Factors  derived from USACE PAX 3.2.1
 
FAC  8334 Hazardous Waste Landfill UM =  AC RPAD Average Size                            17.2 Source FY14 Navy Military Construction Program
  Description Unit Price UM Conversion Area Adjustment Inflation Adjustment by MILCON Index Adjusted Cost
  FAC 8333 Sanitary Landfill  $             1,046,256.66 AC 1.27 Haz Design Factor 1.00 1.0000 $1,328,745.96 AC
    Military Cost Premium not added because reference cost taken from adjacent FAC   PUC $1,328,745.96 AC
The construction cost of a hazardous waste landfill is determined to be 1.27 times the cost of a sanitary landfill.  Source: Landfill Economics: Getting Down to Business – Part 2 / March 16, 2016 / Daniel P. Duffy.  States now require double liners for landfills and / or utilize a liner with a full site lysimeter system to ensure groundwater protection and contaminant detection.
Area Cost Factor and Inflation by MILCON index are not required as base cost is referenced to an already adjusted PUC.
 
FAC  8412 Water Treatment Facility UM =  KG RPAD Average Size                          1,189 Source Marshall and Swift Valuation, October 2017
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost
14/41 Water Treatment Plant, Medium, 750K – 1M GPD  $                             5.01 GPD                          1,000 GA to KG 1.05 1.2075  $                     6,345.71 KG
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC  $                     6,286.96 KG
             PUC with Military Construction Premium      1.1200  $                     7,041.36 KG
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria UFC 3-230-03  provides design criteria for this FAC.
Building construction material UFC 3-230-03  and UFGS 02 51 13  provide guidance for the selection of materials. 

Facility size The average quantity for this FAC is 931 KG.
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for water treatment facilities. 


Inclusion of a loading dock or similar ancillary feature No fire suppression system is specified for water treatment facilities. 


Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, Manual of Practice and a UFC, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-230-03, “Water Treatment,” 01 November 2012, with Change 2, 01 May 2020.
UFGS 02 51 13, “Precipitation/Coagulation/Flocculation Water Treatment,” 01 May 2010.                                                                                                                                                                                                                                                                                                                                                                      UFGS 33 30 00, “Sanitary Sewerage,” 01 May 2018.
 
FAC  8413 Water Storage, Potable UM =  GA RPAD Average Size                      322,053 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE TASK Unit Cost Units Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
84620 Reservoir, Potable Water, Steel Storage Tank, Ground Level, 250,000 GA  $                491,730.00 EA                      250,000 EA to GA 0.9405  $                             1.85 GA
84620 Reservoir, Potable Water, Steel Storage Tank, Ground Level, 500,000 GA  $                690,760.00 EA                      500,000 EA to GA 0.9405  $                             1.30 GA
              Average  $                             1.57 GA
                  PUC  $                             1.57 GA
 
FAC  8414 Water Well, Potable UM =  KG RPAD Average Size                             510 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
53/10 9″ casing, Average, 200 FT, $56.00/FT  $                   11,200.00 EA                              510 EA to KG 1.01    $                          22.18 KG
17/57 Pump, vertical turbine, 600 GPM, 10 HP  $                   14,900.00 EA                              648 GPM to KG 1.03    $                          23.68 KG
  600 GPM = 864 KG assume service factor of 75% (conversion factor = 648)         Sum  $                          45.86 KG
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          45.44 KG
             PUC with Military Construction Premium      1.0210  $                          46.39 KG
          Inflated from FY 21 PUC 1.0834  $                          50.26 KG
 
FAC  8415 Desalinization Plant UM =  KG RPAD Average Size                             429 Source  Inflated From FY2021;
California Energy Commission Study 
    Description Unit Cost     Inflation Adjustment by MILCON Index    
    Desalinization Plant    $         10,437.14     1.0834 $11,307.60 KG
 
FAC  8421 Water Distribution Line, Potable UM =  LF RPAD Average Size                        17,477 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/1 Water main, 6 IN ductile iron  $                          37.50 LF     1.05    $                          39.38 LF
66/1 Water main, 6 IN plastic  $                          25.50 LF     1.05    $                          26.78 LF
66/1 Water lateral, 1 IN  $                          15.65 LF     1.05    $                          16.43 LF
            Average of mains and lateral      $                          27.53 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2020 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          27.27 LF
             PUC with Military Construction Premium      1.0906  $                          29.74 LF
          Inflated from FY 21 PUC 1.0834  $                          32.22 LF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria UFC 3-230-01  provides design criteria for this FAC.
Building construction material UFGS 33 11 00  provides guidance for the selection of materials. 

Facility size The average quantity for this FAC is 14,346 LF.
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for potable water distribution lines. 


Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock as this is not a facility nor building
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, Manual of Practice and a Unified Facilities Criteria, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-230-01, “Water Storage, Distribution, and Transmission,” 01 September 2018, with Change 3, 01 July 2021.
UFGS 33 11 00, “Water Utility Distribution Piping,”  01 February 2018.
 
FAC  8422 Water Pump Facility, Potable UM =  KG RPAD Average Size                          3,172 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost (EA) Reference Size (GPM) Conversion Inflation Adjustment by MILCON Index Adjusted Cost  
84472 Water Pump, Non-Potable, 1,000 GPM, 4-IN Diesel Pump  $                   61,460.00                     1,000 1,440 1,000 GM to KG 0.9405 $40.14 KG
84472 Water Pump, Non-Potable, 2,000 GPM, 6-IN Diesel Pump  $                   80,780.00                     2,000 2,880 2,000 GM to KG 0.9405 $26.38 KG
84472 Water Pump, 1,000 GPM, 5-IN Electric Pump  $                   39,110.00                     1,000 1,440 1,000 GM to KG 0.9405 $25.54 KG
                  Average $30.69 KG
              PUC $30.69 KG
 
FAC  8431 Water Source, Fire Protection UM =  GM RPAD Average Size                             969 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost (EA) Reference Size (GPM) Conversion Inflation Adjustment by MILCON Index Adjusted Cost
84472 Water Pump, 500 GPM, 4-IN Diesel Pump, 125 PSI, 78 HP, Including Controller, Fittings, & Relief Valve, No Building  $                   62,050.00                         500                              500 EA to GM 0.9405 $116.72 GM
84472 Water Pump, 1,000 GPM, 4-IN Diesel Pump, 100 PSI, 89 HP, Including Controller, Fittings, & Relief Valve, No Building  $                   61,460.00                     1,000                          1,000 EA to GM 0.9405 $57.80 GM
84472 Water Pump, 2,000 GPM, 6-IN Diesel Pump, 100 PSI, 167 HP, Including Controller, Fittings, & Relief Valve, No Building  $                   80,780.00                     2,000                          2,000 EA to GM 0.9405 $37.99 GM
84472 Water Pump, 1,000 GPM, 5-IN Electric Pump, 100 PSI, 86 HP, 3,500 RPM, Including Controller, Fittings, & Relief Valve, No Building  $                   39,110.00                     1,000                          1,000 EA to GM 0.9405 $36.78 GM
          Average   PUC $62.32 GM
 
FAC  8432 Water Distribution Line, Fire Protection UM =  LF RPAD Average Size                          6,292 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/1 Water main, 6-IN plastic  $                          27.75 LF     1.21    $                          33.58 LF
66/1 Water main, 6-in steel  $                          44.50 LF     1.21    $                          53.85 LF
                  Average  $                          43.71 LF
66/1 Fire hydrants, 300 FT on center, EA  $                          11.40 LF     1.21    $                          13.79 LF
  Assume 100% of system has hydrants           Sum  $                          57.51 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          57.51 LF
             PUC with Military Construction Premium      1.0906  $                          62.71 LF
 
FAC  8433 Water Impoundment, Fire Protection UM =  MG RPAD Average Size                        14,275 Source No Replacement Cost Defined
 
FAC  8434 Water Pump Facility, Fire Protection UM =  KG RPAD Average Size                          3,548 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost (EA) Reference Size (GPM) Conversion Inflation Adjustment
by MILCON Index		 Adjusted Cost
84472 Water Pump, 1,000 GPM, 4-IN Diesel Pump, 100 PSI, 89 HP, Including Controller, Fittings, & Relief Valve, No Building  $                   61,460.00                     1,000 1,440 1,000 GM to KG 0.9405 $40.14 KG
84472 Water Pump, 2,000 GPM, 6-IN Diesel Pump, 100 PSI, 167 HP, Including Controller, Fittings, & Relief Valve, No Building  $                   80,780.00                     2,000 2,880 2,000 GM to KG 0.9405 $26.38 KG
84472 Water Pump, 1,000 GPM, 5-IN Electric Pump, 100 PSI, 86 HP, 3,500 RPM, Including Controller, Fittings, & Relief Valve, No Building  $                   39,110.00                     1,000 1,440 1,000 GM to KG 0.9405 $25.54 KG
          Average   PUC $30.69 KG
 
FAC  8435 Water Tank, Fire Protection UM =  GA RPAD Average Size                      158,377 Source Set equal to FAC 8413
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Water Storage, Potable   $                             1.57         $1.57 GA
 
FAC  8442 Water Storage, Non Potable UM =  GA RPAD Average Size                      141,470 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
61/3 Welded steel, surface reservoir, 750,000 GA, $0.85/GA  $                637,500.00 EA                      750,000 EA to GA 1.00    $                             0.85 GA
61/3 Welded steel, surface reservoir, 1,000,000 GA, $0.85/GA  $                850,000.00 EA                   1,000,000 EA to GA 1.00    $                             0.85 GA
61/3 Tank, Elevated, High Stress, 1,000,000 GA, 75 FT height  $             3,235,000.00 EA                   1,000,000 EA to GA 1.00    $                             3.24 GA
              Average  $                             1.65 GA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                             1.63 GA
             PUC with Military Construction Premium      1.0906  $                             1.78 GA
          Inflated from FY 21 PUC 1.0834  $                             1.93 GA
 
FAC  8443 Reservoir, Water UM =  MG RPAD Average Size                      245,048 Source No Replacement Cost Defined
 
FAC  8451 Water Distribution Line, Non-Potable UM =  LF RPAD Average Size                        20,579 Source Set Equal to FAC 8421
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Water Distribution Line, Potable   $                          32.22 LF       $32.22 LF
 
FAC  8452 Water Pump Facility, Non-Potable UM =  KG RPAD Average Size                          2,769 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost (EA) Reference Size (GPM) Conversion Inflation Adjustment by MILCON Index Adjusted Cost
84472 Water Pump, 1,000 GPM, 4-IN Diesel Pump, 100 PSI, 89 HP, Including Controller, Fittings, & Relief Valve, No Building  $                   61,460.00                     1,000 1,440.000 KG/Day 0.9405 $40.14 KG
84472 Water Pump, 2,000 GPM, 6-IN Diesel Pump, 100 PSI, 167 HP, Including Controller, Fittings, & Relief Valve, No Building  $                   80,780.00                     2,000 2,880.000 KG/Day 0.9405 $26.38 KG
84472 Water Pump, 1,000 GPM, 5-IN Electric Pump, 100 PSI, 86 HP, 3,500 RPM, Including Controller, Fittings, & Relief Valve, No Building  $                   39,110.00                     1,000 1,440.000 KG/Day 0.9405 $25.54 KG
          Average   PUC $30.69 KG
 
FAC  8511 Road, Surfaced UM =  SY RPAD Average Size                        28,007 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost UM Conversion Inflation Adjustment by MILCON Index Adjusted Cost
  Asphalt Road                
93210 Rough Grading, Dumped Material Spread by Dozer, No Compaction  $                             3.00  Linear CY                           0.333 CY to SY 0.9405 $0.94 SY
93410 Backfill & Compaction with Vibrating Roller (Asphalt Road, 18-IN compacted base course)  $                             5.00  ECY                           0.500 ECY to SY 0.9405 $2.35 SY
85110 1-1/2-IN Crushed Stone Base, 6-IN Deep, Compacted, without Earthwork  $                          10.30  SY      0.9405 $9.69 SY
85110 Surface Treatment, Tack Coat Emulsion. 15 GA/SY  $                             2.10  SY      0.9405 $1.98 SY
85110 Plant Mix Asphalt, 3-IN Thick, Asphalt Concrete Surface Paving Wearing Course  $                          19.60  SY      0.9405 $18.43 SY
                  Asphalt Road $33.39 SY
  Concrete Road                
93210 Rough Grading, Dumped Material Spread by Dozer, No Compaction  $                             3.00  Linear CY                           0.333 CY to SY 0.9405 $0.94 SY
93410 Backfill & Compaction with Vibrating Roller (Concrete Road, 12-IN compacted base course)  $                             5.00  ECY                           0.333 ECY to SY 0.9405 $1.57 SY
85110 1-1/2-IN Crushed Stone Base, 4-IN Deep, Compacted, without Earthwork  $                             7.30  SY      0.9405 $6.87 SY
85110 6-IN Thick, Reinforced Concrete Pavement, 4,500 PSI, Fixed Form, 12-IN Pass, Including Joints, Finishings, Curing; no Earthwork  $                          51.00  SY      0.9405 $47.97 SY
                  Concrete Road $57.34 SY
                  Weighted Average $37.79 SY
85110 Cast-in-Place Concrete Curb and Gutter, 6-IN High, 6-IN Thick,
24-IN wide (24-FT non-divided Roadway)		  $                          32.80  LF                             2.67 LF to SY 0.9405 $11.55 SY
85110 Pavement Markings, Acrylic Waterborne, 4-IN wide White or Yellow  $                             0.40  LF                             2.67 LF to SY 0.9405 $0.14 SY
2021 RPAD: 15,685 assets (81.6 % Asphalt / 18.4% Concrete)       Sum   PUC $49.49 SY
 
FAC  8512 Road, Unsurfaced UM =  SY RPAD Average Size                        69,057 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE Description Unit Cost UM Conversion Inflation Adjustment by MILCON Index Adjusted Cost
93210 Rough Grading, Dumped Material Spread by Dozer, No Compaction  $                             3.00  Linear CY                           0.333 CY to SY 0.9405 $0.94 SY
93210 Fine Grading, Granular Subbase for Paving, +/- 1-IN Compaction,
3 passes, 6-IN Lifts		  $                             2.40  SY      0.9405 $2.26 SY
85110 1-1/2-IN Crushed Stone Base, 6-IN Deep, Compacted, without Earthwork  $                          10.30  SY      0.9405 $9.69 SY
  Road construction assumes 12-IN clearing and grubbing to reach inorganic base.       Sum   PUC $12.88 SY
 
FAC  8513 Vehicle Bridge UM =  SY RPAD Average Size                             351 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/3 Bridge, highway, steel median per SF  $                        155.75 SF                                  9 SF to SY 1.05    $                     1,471.84 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     1,458.21 SY
                PUC with Military Cost Premium 1.1200  $                     1,633.19 SY
          Inflated from FY 21 PUC 1.0834  $                     1,769.40 SY
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 3-201-01  provides design criteria for this FAC.  This UFC requires design compliance with American Association of State Highway and Transportation Officials (AASHTO) “Standard Specification for Highway Bridges,” including both vehicular and pedestrian bridges.
Building construction material Material guidance is provided in AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications. 

Facility size The average quantity for this FAC is357 SY (square yards).
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for vehicle bridges. 


Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock as this is neither a facility nor building.
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, Manual of Practice and a UFC, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-201-01, “Civil Engineering,” 1 April 2018, with Change 5, 01 April 2021.
AASHTO, “Standard Specifications for Highway Bridges,” 17th edition, 2002
AASHTO, “LRFD Design Specification,” U.S. Customary Units, 8th Edition, September 2017 (LRFD = Load and Resistance Factor Design).
 
FAC  8514 Tunnel UM =  SF Design Size                        50,000 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
15/31 Underground walkway, per SF including HVAC and lighting  $                        525.00 SF     1.07    $                        561.75 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
  Average dimensions in the 2020 RPAD (37 assets):  Height: 11.9 FT; Length: 751 FT; Width: 21.2 FT.  Average Quantity: 15,104 SF.  Road surface and/or sidewalks not included in PUC.           PUC  $                        556.55 SF
       PUC with Military Construction Premium      1.1200  $                        623.33 SF
          Inflated from FY 21 PUC 1.0834  $                        675.32 SF
 
FAC  8521 Vehicle Parking, Surfaced UM =  SY RPAD Average Size                        10,242 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/3 Grading – rough and finished, average      $                          84.50 per parking space 35 Space to SY 1.05   $2.54 SY
66/3 Drainage, average  $                        171.00 per parking space 35 Space to SY 1.05   $5.13 SY
66/3 Paving – spaces and drives, average      $                        740.00 per parking space 35 Space to SY 1.05   $22.20 SY
66/3 Pavement marking, striping, bumpers, average      $                          20.45 per parking space 35 Space to SY 1.05   $0.61 SY
66/3 Electrical – lighting and wiring, average      $                        187.00 per parking space 35 Space to SY 1.05   $5.61 SY
  Planning Factor = 315 SF per space = 35 SY           Sum $36.09 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          35.75 SY
            PUC with Military Cost Premium     1.1200  $                          40.04 SY
          Inflated from FY 21 PUC 1.0834  $                          43.38 SY
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 3-250-01  provides design criteria for this FAC.  Marking guidance is provided in Unified Facilities Guide Specification (UFGS) 32 17 23.

Building construction material Material guidance is provided in UFC 3-250-01 , UFC 3-250-09FA, and UFGS 32 13 13.06.
Facility size The average quantity for this FAC is 12,505 SY.
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for surfaced vehicle parking. 


Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock as this is neither a facility nor building.
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, Manual of Practice, and a UFC, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-250-01, “Pavement Design for Roads and Parking Areas,”  14 November 2016.
UFC 3-250-09FA, “Aggregate Surfaced Roads and Airfield Areas,” 16 January 2004.
UFGS 32 13 13.06 , “Portland Cement Concrete Pavement for Roads and Site Facilities,” 01 May 2020.
UFGS 32 17 23, “Pavement Markings,” August 2016, with Change 5, November 2018.
 
FAC  8522 Vehicle Parking and Staging Area, Unsurfaced UM =  SY RPAD Ave Size                          8,634 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/3 Grading – rough and finished, average      $                          84.50 per parking space 35 Space to SY 1.05   $2.54 SY
66/3 Drainage, average  $                        171.00 per parking space 35 Space to SY 1.05   $5.13 SY
66/3 Electrical – lighting and wiring, average      $                        187.00 per parking space 35 Space to SY 1.05   $5.61 SY
  Planning Factor = 315 SF per space = 35 SY           Sum $13.28 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          13.15 SY
             PUC with Military Construction Premium      1.0210  $                          13.43 SY
          Inflated from FY 21 PUC 1.0834  $                          14.55 SY
 
FAC  8523 Vehicle Staging Area, Surfaced UM =  SY RPAD Average Size                          9,159 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/3 Grading – rough and finished, average  $                          84.50 per parking space 35 Space to SY 1.05   $2.54 SY
66/3 Drainage, average  $                        171.00 per parking space 35 Space to SY 1.05   $5.13 SY
66/3 Paving – spaces and drives, average  $                        740.00 per parking space 35 Space to SY 1.05   $22.20 SY
  Planning Factor = 315 SF per space = 35 SY           Sum $29.87 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          29.59 SY
            PUC with Military Cost Premium     1.1200  $                          33.14 SY
          Inflated from FY 21 PUC 1.0834  $                          35.90 SY
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 3-250-01  provides design criteria for this FAC.  Marking guidance is provided in Unified Facilities Guide Specification (UFGS) 32 17 23.

Building construction material Material guidance is provided in UFC 3-250-01 , UFC 3-250-09FA, and UFGS 32 13 13.06.
Facility size The average quantity for this FAC is 7,999 SY (square yards).
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for surfaced vehicle staging areas. 


Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock as this is neither a facility nor building.
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, Manual of Practice, and a UFC, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-250-01, “Pavement Design for Roads and Parking Areas,”  14 November 2016.
UFC 3-250-09FA, “Aggregate Surfaced Roads and Airfield Areas,” 16 January 2004.
UFGS 32 13 13.06 , “Portland Cement Concrete Pavement for Roads and Site Facilities,” May 2020.
 
FAC  8524 Sidewalk and Walkway UM =  SY RPAD Average Size                          4,149 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/2 Sidewalk, Concrete  $                             6.12 SF                                  9 SF to SY 1.05    $                          57.79 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          57.25 SY
            PUC with Military Cost Premium     1.0210  $                          58.45 SY
          Inflated from FY 21 PUC 1.0834  $                          63.33 SY
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria UFC 3-201-01  provides design criteria for this FAC.
 
Building construction material Material guidance is provided in UFC 3-201-01 and UFGS 32 16 13.
Facility size The average quantity for this FAC is 4,404 SY.  This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for sidewalk and walkway.


Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock and no elevator is provided as this is neither a facility nor building. 
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, Manual of Practice, and a UFC, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-201-01, “Civil Engineering,” 1 April 2018, with Change 5, 01 April 2021.
UFGS 32 16 13, “Concrete Sidewalks and Curbs and Gutters,” May 2018.
 
FAC  8525 Pedestrian Bridge UM =  SY RPAD Average Size 107 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK     Unit Cost Units Conversion   Current Cost Multiplier   Adjusted Cost
66/3 Pedestrian bridge, steel  $                        247.25 SF                                  9 SF to SY 1.05    $                     2,336.51 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2020 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     2,314.88 SY
            PUC with Military Cost Premium     1.0906  $                     2,524.49 SY
          Inflated from FY 21 PUC 1.0834  $                     2,735.03 SY
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria UFC 3-201-01  provides design criteria for this FAC.  This UFC requires design compliance with American Association of State Highway and Transportation Officials (AASHTO)  Standard Specification for Highway Bridges.   The AASHTO standard specification includes both vehicular and pedestrian bridges.
Building construction material Material guidance is provided in AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications. 

Facility size The average quantity for this FAC is 112 SY (square yards).  This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for pedestrian bridges.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock and no elevator is provided as this is neither a facility nor building. 
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, Manual of Practice and a UFC, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-201-01, “Civil Engineering,” 1 April 2018, with Change 5, 01 April 2021.
AASHTO, “Standard Specifications for Highway Bridges,” 17th  edition, 2002
AASHTO, “LRFD Design Specification,” U.S. Customary Units, 8th Edition, September 2017 (LRFD = Load and Resistance Factor Design).
 
FAC  8526 Miscellaneous Paved Area UM =  SY RPAD Average Size                             847 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/3 Grading – rough and finished, average  $                          84.50 per parking space 35 space to SY 1.05   $2.54 SY
66/3 Drainage, average  $                        171.00 per parking space 35 space to SY 1.05   $5.13 SY
66/3 Paving – spaces and drives      $                        740.00 per parking space 35 space to SY 1.05   $22.20 SY
  Planning Factor, average = 315 SF per parking space     The 35  space/SY conversion is 315 SF/space ÷ 9 SF/SY   Sum $29.87 SY
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
              PUC $29.59 SY
            PUC with Military Cost Premium     1.0906 $32.27 SY
          Inflated from FY 21 PUC 1.0834  $                          34.96 SY
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 3-250-01  provides design criteria for this FAC.  Marking guidance is provided in Unified Facilities Guide Specification (UFGS) 32 17 23 .
Building construction material Material guidance is provided in UFC 3-250-01 , UFC 3-250-09FA,  and UFGS 32 13 13.06.
Facility size The average quantity for this FAC is 2,302 SY.  This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for miscellaneous paved area.


Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock and no elevator is provided as this is neither a facility nor building.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, Manual of Practice and UFCs, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-250-01, “Pavement Design for Roads and Parking Areas”,  14 November 2016.
UFC 3-250-09FA, “Aggregate Surfaced Roads and Airfield Areas,” 16 January 2004.
UFGS 32 13 13.06 , “Portland Cement Concrete Pavement for Roads and Site Facilities,” 01 May 2020.
UFGS 32 17 23, “Pavement Markings,” August 2016, with Change 5, November 2018.
 
FAC  8531 Parking Garage/Building UM =  SF RPAD Average Size                        90,927 Source Table 2, UFC 3-701-1, 17 March 2022
CATCODE Description Reference Size Unit Cost     Inflation Adjustment by MILCON Index Adjusted Cost
GUC Parking Garage/Building                          170,000  $                 62.00     NA;  GUCs are as of October 2021  $                          62.00 SF
              PUC  $                          62.00 SF
 
FAC  8541 Traffic Signals UM =  EA Design Size                                  1 Source Private Sector Bid Prices
  Description Unit Price UM   Area Adjustment Inflation Adjustment
by MILCON Index		 Adjusted Cost
  Traffic Signals   Per Intersection          
  — Loudoun County VA, 1/20 $861,067.00 1   0.86 1.0946 $1,095,947.39 EA
  — Palm Beach Cty , FL, 5/19 $1,257,469.00 1   0.88 1.1446 $1,635,567.07 EA
  — Plymouth IN, 5/17  $261,930.52 1   0.97 1.2561 $339,193.90 EA
  — Detroit, MI, 1/20 $298,999.00 1   0.99 1.0946 $330,590.21 EA
  — Brevard, FL 5/22 $300,175.00 1   0.95 1.0000 $315,973.68 EA
  — Moore OK, 1/17 $185,433.00 1   0.86 1.2561 $270,845.88 EA
  — Lawrence KS, 4/17 $208,000.00 1   0.89 1.2561 $293,566.84 EA
  — San Leandro CA, 3/22 $352,295.85 1   1.24 1.0000 $284,109.56 EA
              Average Cost     $570,724.32 EA
  Area Cost Factors derived from UFC 3-701-01, 23 March 2022, Data Tables, Table 4-1 CONUS.         PUC with Military Cost Premium 1.0906 $622,403.70 EA
 
FAC  8601 Railroad Track UM =  MI RPAD Average Size                              4.8 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
66/3 Railroad Spur, 115#/yard rail, per FT of track  $                        152.00 LF                          5,280 LF to Mile 1.23    $                987,148.80 MI
  25% deduction for rail over 500 FT              $                740,361.60 MI
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                740,361.60 MI
             PUC with Military Construction Premium      1.1200  $                829,201.57 MI
 
FAC  8611 Railroad Bridge UM =  LF RPAD Average Size                             209 Source Inflated from FY2021;
Source: American Segmental Bridge Institute
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  Railroad Bridge $13,196.24 LF     1.0834 $14,296.81 LF
 
FAC  8612 Miscellaneous Railroad Facility UM =  EA Design Size                                  1 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
17/55 Railroad Track Scales, 200-TN capacity, reinforced concrete pit & platform, steel scale mechanism  $                140,000.00 EA     1.17    $                163,800.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                163,800.00 EA
             PUC with Military Construction Premium      1.0906  $                178,632.18 EA
 
FAC  8711 Storm Drainage UM =  LF RPAD Average Size                        13,841 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
  Average of:                
66/11 Pipe, Drainage System, 10″,  Average Cost  $                          16.63 LF     1.04   $17.29 LF
66/11 Pipe, Drainage System, 12″,  Average Cost  $                          19.15 LF     1.04   $19.92 LF
                  Average Pipe Cost  $18.60 LF
66/1 Storm Manhole, 400 FT o.c.  $                             7.25 LF     1.05   $7.61 LF
              Sum $26.22 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          25.97 LF
             PUC with Military Construction Premium      1.0906  $                          28.32 LF
          Inflated from FY 21 PUC 1.0834  $                          30.69 LF
 
FAC  8712 Retaining Structure UM =  LF RPAD Average Size                             919 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
51/3 Concrete Foundation Wall, 6 IN, reinforced, SF  $                          15.05 SF                                  8 SF to LF 1.00    $                        120.40 LF
  Hillside retaining wall add 100%              $                        240.80 LF
  Assume height = 8 FT                
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        238.57 LF
             PUC with Military Construction Premium      1.0210  $                        243.58 LF
          Inflated from FY 21 PUC 1.0834  $                        263.89 LF
 
FAC  8713 Grounds Drainage Dams UM =  EA Design Size                                  1 Source PACES 1.4
Assembly Description Quantity UM Material Labor Equipment Bare Total with O&P  
A1030050601 Drainage 796 LF $11,692.03 $11,915.60 $1,986.51 $13,980.15 $25,594.14 EA
G1020070101 General Area Cleanup 1.62 ACRE $0.00 $5,506.29 $7,154.40 $6,969.63 $12,660.70 EA
G1030010105 Fine Grading, Hand 3,131.15 SY $0.00 $41,197.71 $0.00 $19,436.39 $41,197.71 EA
G1030020212 Hand Excavation, Sand/Gravel 1,004.61 CY $0.00 $149,307.88 $0.00 $70,440.96 $149,307.88 EA
G1030020298 0.38m3 (1/2 CY) Crawler Mounted, Hydraulic Excavator 20,092.23 CY $0.00 $182,860.02 $106,861.03 $151,570.04 $289,721.05 EA
G1030040405 950, 2.29m3 (3 CY), Delivered & Dumped, Backfill W/Sand 20,092.23 CY $1,193,868.69 $123,285.71 $317,295.07 $981,593.46 $1,634,449.47 EA
G1030050511 Compact Soil W/Vibrating Plate 2,009.22 CY $0.00 $7,033.07 $822.01 $3,820.39 $7,855.07 EA
G1030050514 Compact Soil By Machine W/Roller 18,083.00 CY $0.00 $17,499.95 $45,868.03 $36,284.83 $63,367.97 EA
G2050020201 Sediment Fence, Temporary 928.00 LF $4,690.68 $7,509.46 $4,176.27 $8,961.18 $16,376.41 EA
G2050030301 Topsoil, 152.40mm (6″) Lifts, Off-Site 2,009.22 CY $82,520.08 $18,368.72 $14,302.92 $67,831.84 $115,191.71 EA
G2050040401 Seeding, .67 Level & .33 Slope, Hydr Spread 1.62 ACRE $2,795.37 $2,146.10 $2,635.84 $4,331.36 $7,577.32 EA
G2050040408 Fertilizer, Hydr Spread 1.62 ACRE $13.86 $550.32 $0.00 $268.10 $564.18 EA
PACES Input Parameters:
Project Location = Fort Myer, VA (ACF= 1.00)
Midpoint of Construction: 1 October 2021
SIOH =  0 % / Contingency = 0 % / Planning and Design = 0 % 		             $2,363,863.61 EA
Average size 5,984 CY extracted from 2021 RPAD     PUC  $             2,363,863.61 EA
                       
FAC  8714 Levees and Dikes for Grounds Drainage UM =  LF RPAD Average Size                          1,427 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
51/2 Bulk Excavation, medium earth  $                             6.22 CY 2.37 CY to LF 1.03    $                          15.17 LF
51/2 Backfill and compaction, unconfined, hard earth  $                          23.40 CY 7.33 CY to LF 1.03    $                        176.67 LF
51/2 Synthetic matting  $                          14.25 SY 1.67 SY to LF 1.03    $                          24.51 LF
51/2 Riprap  $                        100.75 SY 1.67 SY to LF 1.03    $                        173.30 LF
51/2 Gabions filled with stone, high cost  $                        261.00 SY 1.67 SY to LF 1.03    $                        448.95 LF
66/8 Lawn, Hydroseeding only, average  $                             0.17 SF 25 SF to LF 1.05    $                             4.46 LF
  Assume dike is a trapezoid; 10 FT top, 15 FT sides, 34 FT base.  1 side exposed to water.  198 CF / LF           Sum  $                        843.06 LF
            Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                        835.25 LF
             PUC with Military Construction Premium      1.0210  $                        852.79 LF
          Inflated from FY 21 PUC 1.0834  $                        923.92 LF
 
FAC  8715 Storm Water Ponds UM =  MG RPAD Average Size                              3.4 Source USACE PAX Newsletter 3.2.2, 25 May 2022
CATCODE TASK Unit Cost Units Conversion Inflation Adjustment by MILCON Index Adjusted Cost
83210 Stormwater Drainage (SD)  Ponds, includes fence, seeding slopes, partial liner and excavation; 1/8-AC, 5-FT deep  $                   25,870.00 EA 0.204 EA to MG 0.9593 $121,650.86 MG
83210 SD Ponds, includes fence, seeding slopes, partial liner and excavation; 1/4-AC, 5-FT deep  $                   51,770.00 EA 0.407 EA to MG 0.9593 $122,020.47 MG
83210 SD Ponds, includes fence, seeding slopes, partial liner and excavation; 3/8-AC, 5-FT deep  $                   77,860.00 EA 0.611 EA to MG 0.9593 $122,242.47 MG
83210 SD Ponds, includes fence, seeding slopes, partial liner and excavation; 1/2-AC, 5-FT deep  $                103,620.00 EA 0.814 EA to MG 0.9593 $122,114.75 MG
  325,851.43 GA in 1 AC-FT           Average $122,007.14 MG
              ,   PUC  $                122,007.14 MG
 
FAC  8716 Storm Water Filtration UM =  SY Design Size 625 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
66/1 Paving, 4” asphaltic concrete, SF., high cost (Permeable Surface)  $                             2.59 SF 9 SF to SY 1.03   $24.01 SY
66/1 4” rock base, SF, high cost (Add $1.28 for 8 IN depth of drainage)  $                             2.18 SF 9 SF to SY 1.03   $20.21 SY
66/1 Sewer laterals, 5 FT average depth, LF. 6 IN vitrified clay,high cost.  Total length is 4 EA 20 FT lengths for 80 LF total length.  $                          30.50 LF                          0.128 LF to SY 1.03   $4.02 SY
              Sum  $                          48.24 SY
            Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
        FALSE         PUC  $                          47.79 SY
                 PUC with Military Construction Premium  1.0486  $                          50.11 SY
          Inflated from FY 21 PUC 1.0834  $                          54.29 SY
 
FAC  8717 Storm Water Treatment Structure UM =  GM Design Size 817 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost  
66/11 Polyethylene chamber system, complete, per gallon, high cost  $                             2.70 GA                            7.26 GA to GM 1.02   $20.00 GM
66/11 Pipe drainage system, 10”, per linear foot, high cost, 20 LF  $                          19.25 LF                            0.02 LF to GM 1.02   $0.48 GM
              Sum $20.48 GM
            Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
  Chamber size = 14 FT x 6 FT x 2 FT = 5,932 gallons           PUC  $                          20.29 GM
  Representative Storm Water Treatment Structure  Flow Rate 1.82 CFS = 816.87 GM
https://biocleanenvironmental.com/wp-content/uploads/2018/06/KF-8-14-72-Standard.pdf		      PUC with Military Construction Premium  1.0486  $                          21.28 GM
          Inflated from FY 21 PUC 1.0834  $                          23.05 GM
 
FAC  8721 Boundary Fence and Wall UM =  LF RPAD Average Size                          3,114 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/4 Chain Link Fence,  #9 wire, 8 FT height, per LF, posts 2 IN” round,    10 FT on center  $                          22.25 LF     1.05   $23.36 LF
66/4 Add for 3-strand barbed wire  $                             3.24 LF     1.05   $3.40 LF
66/4 Add 25 FT wide gate, 1 per 1000 LF  $                     1,380.00 EA 1000 EA to LF 1.05   $1.45 LF
66/4 Add stainless steel security gate, 1 per 1,000 LF, add 30% for electrically-operated gate  $                   15,145.00 EA 1000 EA to LF 1.05   $15.90 LF
66/4 Security micro-mesh, $1.10/SF = $8.80/LF for 8′ fence height  $                             1.14 SF 8 SF to LF 1.05   $9.58 LF
              Subtotal before deduction $53.69 LF
66/4 Quantity deduction for >2,000 LF     -10%       -$5.37  
              Total after deduction $48.32 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC $47.88 LF
            PUC with Military Cost Premium     1.0906 $52.21 LF
          Inflated from FY 21 PUC 1.0834  $                          56.56 LF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 4-022-01  provides design criteria for fences and walls; UFC 4-022-03  provides guidance for fences and gates.  American Society of Civil Engineers (ASCE) 7-10  provides design standards and material guidance for free standing walls.
Building construction material Construction material guidance is provided in the UFCs cited above, as well as Unified Facilities Guide Specification (UFGS) 32 31 26  (material guidance for fences and gates), UFGS 32 31 13  (material guidance for chain line fences and gates), and UFGS 32 32 23 (guidance on walls). 

Facility size The average quantity for this FAC is 3504 LF (linear feet).
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for boundary fences or walls. 

Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock and no elevator is provided as this is not a building.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of UFGSs and UFCs, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 4-022-01, “Security Engineering:  Entry Control Facilities/Access Control Points, 27 July 2017. 
UFC 4-022-03, “Security Fences and Gates,” 1 October 2013.
ASCE 7-10, “Minimum Design Loads for Buildings and Other Structures,”  Third Printing, 2013.
UFGS 32 31 26, “Wire Fences and Gates,” November 2021.                                                                                                                                                                                                                                                                                                                    UFGS 32 31 13, “Chain Link Fences and Gates,”  November
UFGS 32 32 23.13, “Segmental Concrete Block Retaining Wall,” February 2020.
 
FAC  8722 Security Fence UM =  LF RPAD Average Size                          5,844 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/4 Chain Link Fence, 2 IN mesh, #7 wire, 12 FT, per LF; posts (2 IN round or “H” posts) set in concrete, 10 FT on centers  $                          37.25 LF     1.05   $39.11 LF
66/4 Add for 3-strand barbed wire  $                             3.24 LF     1.05   $3.40 LF
66/4 Add for barbed coils  $                          11.80 LF     1.05   $12.39 LF
66/4 25 FT wide gate, 12 FT high, 1 per 1000 LF  $                     1,740.00 EA 1,000 EA to LF 1.05   $1.83 LF
66/4 Add turn-style, stainless steel, 1 per 1,000 LF, plus 30% for electrically-operated gate  $                   15,145.00 EA 1,000 EA to LF 1.05   $15.90 LF
66/4 Security micro-mesh, $1.14/SF = $13.68/LF for 12 FT fence height  $                          13.68 LF     1.05   $14.36 LF
              SUM $87.00 LF
  Deduction for “large installation” between 4,500 LF and 6,000 LF = 15%             $73.95 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC $73.26 LF
            PUC with Military Cost Premium     1.0906  $                          79.90 LF
          Inflated from FY 21 PUC 1.0834  $                          86.56 LF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria Unified Facilities Criteria (UFC) 4-022-03  provides design criteria for this FAC.
Building construction material Unified Facilities Guide Specification (UFGS) 32 31 13  provides guidance for the selection of materials. 

Facility size The average quantity for this FAC is 5,925 LF (linear feet), based on 2,976 records in the 2017 RPAD.
This FAC does not represent a building and therefore has no International Building Code Occupancy Group.
Fire suppression system type, quality, and coverage No fire suppression system is specified for security fences. 

Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock and no elevator is provided as this is not a building.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of guide specifications, and UFC, are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• MILCON Cost Premium Business Rule
Footnotes  
 
FAC  8811 Dam UM =  EA RPAD Average Size                                  1 Source Inflated from FY2021;
R&K research paper for Navy CNIC, August 2011
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  Dam $92,130,657.44 EA     1.0834 $99,814,354.27 EA
 
FAC  8812 Lock UM =  EA RPAD Average Size  No Records  Source SET TO FAC 8811
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
  Dam $99,814,354.27 EA       $99,814,354.27 EA
 
FAC  8813 Navigation Revetments UM =  LF RPAD Average Size  No Records  Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
51/2 Soil Stabilization, lime  $                             8.41 SY 1 SY to LF 1.03   $8.66 LF
51/2 Gabions filled with stone  $                        173.75 SY 1 SY to LF 1.03   $178.96 LF
51/2 Rip rap  $                        100.75 SY 1 SY to LF 1.03   $103.77 LF
51/2 Geotextile fabric  $                             2.73 SY 1 SY to LF 1.03   $2.81 LF
51/2 Synthetic matting  $                          14.25 SY 1 SY to LF 1.03   $14.68 LF
  Assume SY = 1 LF x 9 FT from shore to water               Average $61.78 LF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          61.20 LF
             PUC with Military Construction Premium      1.0906  $                          66.75 LF
          Inflated from FY 21 PUC 1.0834  $                          72.31 LF
 
FAC  8814 Training Dikes/Wing Dams/Pile Dikes UM =  LF RPAD Average Size  No Records  Source SET TO FAC 8714
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Levees and Dikes for Grounds Drainage   $                        923.92         $923.92 LF
 
FAC  8821 Flood Control Structures UM =  EA RPAD Average Size                                  1 Source SET TO FAC 8714
with Size of 500 LF
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Levees and Dikes for Grounds Drainage   $                        923.92 LF 500     $461,958.19 EA
 
FAC  8822 Flood Control Levee/Floodwall UM =  LF RPAD Average Size                          1,761 Source SET TO FAC 8714
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Levees and Dikes for Grounds Drainage   $                        923.92         $923.92 LF
 
FAC  8831 Fish Facilities UM =  EA RPAD Average Size  No Records  Source SET TO FAC 8714
with Size of 400 LF
  Description Unit Cost Units Conversion Area Adjustment Inflation Adjustment PUC
   Levees and Dikes for Grounds Drainage   $                        923.92 LF 400     $369,566.55 EA
 
FAC  8840 Monitoring Well UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier Adjusted Cost  
53/10 Water Well, without pump, 130′ deep, 5″ casing,  Average  $                          37.00 FT 130  FT to EA  1.01 $4,858.10 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                     4,813.12 EA
             PUC with Military Construction Premium      1.0210  $                     4,914.19 EA
          Inflated from FY 21 PUC 1.0834  $                     5,324.04 EA
 
FAC  8910 Utility Building UM =  SF RPAD Average Size                          1,402 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier Inflation Adjustment by MILCON Index Adjusted Cost  
14/40 Mechanical Building, Class S (Marshall and Swift Valuation, October 2017)  $                          61.50 SF     1.05 1.2561  $                          81.11 SF
14/37 Sprinkler, Dry System, Average, 2,500 SF  $                             5.26 SF     1.07    $                             5.63 SF
14/37 Add 15% for Hazard occupancy sprinkler  $                             0.79 SF     1.07    $                             0.84 SF
14/37 Add Early Suppression Fast Response (ESFR) sprinkler and pump  $                             1.85 SF     1.07    $                             1.97 SF
                  Sum  $                          89.56 SF
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          88.73 SF
            PUC with Military Cost Premium     1.1324  $                        100.48 SF
          Inflated from FY 21 PUC 1.0834  $                        108.86 SF
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost. 
OSD Design Criteria UFCs for Multi-Disciplinary and Facility Specific Design (UFC 3-501, “Electrical Engineering;” UFC 4-200, “Maintenance and Production Facilities;” and, UFC 4-800, “Utilities and Ground Improvements Series”) are not provided for this type of facility. 
FAC 8910 aggregates 70 category codes for a variety of utility types encompassing all Services and WHS.
Building construction material No UFC criteria exist for component material.  The reference to Marshall and Swift commercial and public utility/governmental utility buildings includes metal and masonry construction. 
Facility size The average area for this FAC is 1,418 SF.
International Building Code (IBC) Occupancy Group H.
Fire suppression system type, quality, and coverage UFC 3-600-01, “Fire Protection Engineering for Facilities,” requires compliance with National Fire Protection Association (NFPA) 850 in power generating plants.   National Fire Protection Association (NFPA) 850 requires the use of an appropriate fire suppression system.
International Building Code Group H.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes.  Because of the small average size of the FAC and the expected light-weight construction (metal building), an overhead crane is structurally improbable. 
Established standard for components or materials  No UFC criteria exist for component material.  The reference to Marshall and Swift commercial and governmental utility buildings includes metal and masonry construction. 
Applicable Business Rules • M&S Selection Business Rule
• Elevator Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes UFC 3-600-01, “Fire Protection Engineering for Facilities,” 08 August 2016 with Change 6, 06 May 2021.
NFPA 850, “Recommended Practice for Fire Protection for Electric Generating Plants and High Voltage Direct Current Converter Stations,”2020.
IBC, 2021 edition.
 
FAC  8921 Installation Gas Production Plant UM =  EA Design Size                                  1 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/22 Armory, Class C, Average, (similar in construction to utility building)  $                          95.00 SF 1,105 SF to EA 1.05    $                110,223.75 EA
14/27 Loading Dock, steel piers, heavy slab, steel bumper (Assume 15 FT x 30 FT)  $                          23.55 SF 1,105 SF to EA 1.05    $                   27,323.89 EA
64/3 Compressor, 20 HP  $                   10,950.00 EA     1.06    $                   11,607.00 EA
61/8 Welded Steel Pressure Tank, 15,000 GA, 7 FT x 54 FT  $                125,000.00 EA     1.00    $                125,000.00 EA
  Average size in inventory = 1,105 SF (85 FT x 13 FT)           SUM  $                274,154.64 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                271,616.17 EA
             PUC with Military Construction Premium      1.1200  $                304,208.86 EA
          Inflated from FY 21 PUC 1.0834  $                329,579.87 EA
 
FAC  8922 Installation Gas Storage UM =  EA Design Size                                  1 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
61/8 Welded Steel Pressure Tank, 9,000 GA, 7 FT X 35 FT  $                   85,750.00       1.19    $                102,042.50 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                102,042.50 EA
             PUC with Military Construction Premium      1.0210  $                104,185.39 EA
 
FAC  8923 Vehicle Scales UM =  EA Design Size                                  1 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
17/55 Truck scales, Fixed, 50 Ton  $                   60,000.00 EA     1.17    $                   70,200.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                   70,200.00 EA
             PUC with Military Construction Premium      1.0241  $                   71,889.22 EA
 
FAC  8924 Miscellaneous Pump Station UM =  EA Design Size                                  1 Source Marshall and Swift Valuation, October 2021
CATCODE TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
62/1 Industrial Pump, 8 IN suction x 6 IN discharge, 60 HP, 1,750 RPM  $                   14,500.00 EA     1.24    $                   17,980.00 EA
51/2 Utility Vault / Utility Tunnel, Medium Soil, 5″ -7″ wall, CF  $                          30.50 CF 64 CF to EA 1.12    $                          34.16 EA
                  Sum  $                   18,014.16 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                   18,014.16 EA
             PUC with Military Construction Premium      1.0241  $                   18,447.63 EA
 
FAC  8926 Hazardous Waste Storage Or Disposal Facility UM =  EA Design Size                                  1 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
  Main Storage Area                  
14/26 Warehouse, Class C, Average, 5,000 SF   $                          46.00 SF 5000 SF to EA 1.22    $                280,600.00 EA
65/12 Hazardous Material Drum Storage System; 2,000 LBS pneumatic hoist, and drum lift, 78- to 156-drum capacity, 100 drums assumed  $                        972.50 per drum  100 Drum to EA 1.21    $                117,672.50 EA
14/37 Sprinkler, average, wet, high hazard, 5,000 SF  $                             3.71 per SF 1.15 15% extra hazard occupancies 1.22    $                   26,025.65  
55/5 Overhead door, roll-up, std. 9 FT x 9 FT = 81 SF  $                          30.63 per SF door 81   1.07    $                     2,654.27  
55/5 Door electric operation  $                     2,435.00 each 1   1.07    $                     2,605.45  
65/12 Dock bumper, 10 FT length  $                          58.25 LF 10   1.21    $                        704.83  
65/12 Dock leveler, hydraulic  $                     9,375.00 each 1   1.21    $                   11,343.75  
65/12 Dock seal, 10 IN projection  $                        835.00 each 1   1.21    $                     1,010.35  
65/12 Dock shelter  $                     2,317.50 each 1   1.21    $                     2,804.18  
  Satellite Storage                
65/12 Hazardous Material Storage Cabinet meeting OSHA 1910.106 and NFPA 30 codes, 18-gauge steel, Double wall construction, manual close hinged doors  $                             1.21 EA 1 EA 1.05    $                             1.27  
65/12 Waste collection system/secondary containment, double drum  $                     1,130.00 EA 1 EA 1.21    $                     1,367.30  
              SUM  $                446,789.54 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                446,789.54 EA
            PUC with Military Cost Premium     1.0517  $                469,894.23 EA
Note: “Section” refers to the Marshall & Swift (M&S) Marshall Valuation Guide (MVG) section and page which contains a profile of the facility used for this FAC as well as additional information on the features included in the MVG facility.  The “Area Adjustment” is the “local multiplier”  (Section 99, Pages 5 thru 10), which reflects local cost conditions and is designed to adjust the basic costs to each locality.   “Current Cost Multiplier” (Section 99, Page 3) are the multipliers to update costs.  Costs in each section are updated on a three-year cycle.  The current cost multiplier is republished monthly and is based upon nationally recognized building cost indices.  To obtain the current replacement value the cost shown in each section (“refined” by additions such as sprinklers, elevators, etc.) is multiplied by the current cost multiplier and the local multiplier; that is: Unit Cost x Current Cost Multiplier x Local Multiplier = Final Replacement Cost.
OSD Design Criteria The Resource Conservation and Recovery Act (RCRA), as implemented by regulation, sets the standards for hazardous waste storage and disposal.  The Defense Logistics Agency (DLA) is the designated recipient hazardous waste for storage, transport and disposal.  

Building construction material Unified Facilities Guide Specification (UFGS) 02 81 00  provides guidance for the selection of materials.  Public Works Technical Bulletin (PWTB) 200-1-76 describes materials and design to be used for storage of hazardous materials.
Facility size The average quantity for this FAC is 1 EA (each)
Fire suppression system type, quality, and coverage When stored in a warehouse, hazardous material requires the building be classified as an “H” occupancy within the International Building Code Occupancy Group and therefore requires a sprinkler system throughout.
Inclusion of a loading dock or similar ancillary feature No UFC requirement exists for the incorporation of a loading dock.  However, it is reasonable to assume that waste in drums will be delivered, and therefore a loading dock is incorporated.
No elevator is provided in consonance with the Elevator Business Rules.
Inclusion and capacity of overhead cranes No UFC requirement exists for the incorporation of overhead cranes. 

Established standard for components or materials  Standards, in the form of DoD Instructions, UFGSs, a Technical Bulletin and the Code of Federal Regulations (CFR) are cited above. 
Applicable Business Rules • M&S Selection Business Rule
• Fire Sprinkler Business Rule
• Overhead Crane Business Rule
• MILCON Cost Premium Business Rule
Footnotes Title 42 United States Code, “The Public Health and Welfare.”
40 CFR Parts 261, “Identification and Listing of Hazardous Waste;” 262, “Standards Applicable to Generators of Hazardous Waste;” and, 266, “Standards for the Management of Specific Hazardous Wastes and Specific Types of Hazardous Waste Management Facilities.”
DoD Instruction (DoDI) 4715.06, “Environmental Compliance in the United States,” 04 May 2015, incorporating Change 2, 31 August 2018.                                                                                                                                                                                        UFGS 02 81 00, “Transportation and Disposal of Hazardous Materials,” 1 November 2018.
PWTB 200-1-76, “Universal Waste Management and Disposal,” 23 March 2010.
 
FAC  8927 Utility Vaults UM =  EA Design Size                                  1 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
51/2 Utility Vault / Utility Tunnel, Medium Soil, 5 – 7 IN walls, CF, including lighting and drainage  $                          30.50 CF 900 CF to EA 1.12   $30,744.00 EA
  Assumed Size: 9 FT high, 10 FT x 10 FT (900 CF)                
              Sum $30,744.00 EA
          Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                   30,744.00 EA
             PUC with Military Construction Premium      1.0210  $                   31,389.62 EA
 
FAC  8928 Loading Platform/Ramp UM =  EA Design Size                                  1 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
14/27 Loading ramp, per SF, paved ramp, steel railing, for forklift  $                          53.88 SF 360 SF to EA 1.22   $23,661.90 EA
  Assume Size for EA = 12 FT wide x 30 FT long = 360 SF   Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
              PUC $23,661.90 EA
             PUC with Military Construction Premium      1.0210  $                   24,158.80 EA
 
FAC  8930 Installation Gas Distribution Line UM =  LF RPAD Average Size                          4,128 Source Marshall and Swift Valuation, October 2021
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
66/1 Gas main, 4″ plastic  $                          19.95 LF     1.21   $24.14 LF
66/1 Gas main, 3″ steel  $                          19.70 LF     1.21   $23.84 LF
              Average $23.99 LF
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.06  
          Divided by 2022 DoD ACF for Arlington, VA 1.06  
                  PUC  $                          23.99 LF
             PUC with Military Construction Premium      1.0906  $                          26.16 LF
 
FAC  8931 Utility Tunnel UM =  LF RPAD Average Size                          5,362 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier Percentage of Inventory Adjusted Cost
51/2 Utility tunnel, 3″ – 5″ wall, medium soil, 5 FTx7 FT cross-section  $                          23.90 CF 35 CF to LF 1.07   $895.06 LF
51/2 Utility tunnel, 3″ -5″ wall, medium soil, 1 FT x 2 FT cross-section  $                          23.90 CF 2 CF to LF 1.07   $51.15 LF
  Assume larger Tunnel = 12% of inventory           Scaled Average $76.21 LF
      Normalizing for Location Marshall and Swift Local Multiplier for Arlington, VA 1.07  
          Divided by 2021 DoD ACF for Arlington, VA 1.08  
                  PUC  $                          75.50 LF
             PUC with Military Construction Premium      1.0906  $                          82.34 LF
          Inflated from FY 21 PUC 1.0834  $                          89.21 LF
 
FAC  8932 Utility Channels UM =  LF RPAD Average Size                        15,956 Source Inflated from 2021;
Marshall and Swift Valuation, October 2020
Section TASK Unit Cost Units Conversion Current Cost Multiplier   Adjusted Cost
51/2 Utility tunnel, 3″ – 5″ wall, medium