AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Tuesday, September 30, 2014
ITEMS 420 2017 TO 423 2050
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0368
0400 - 0499
0500 - 0560
0610 - 0690
0712 - 0788
0800 - 0800
1003 - 1151
2021 - 2314
3042 - 3287
4001 - 4681
5050 - 5997
6005 - 6986
7384 - 7642
8008 - 8999
9009 - 9059
400 2001 - 420 2016
420 2017 - 423 2050
423 2053 - 430 2088
430 2090 - 432 2043
432 2047 - 450 2039
450 2043 - 454 2008
454 2009 - 462 2120
462 2121 - 465 2092
465 2093 - 465 2353
465 2359 - 465 4096
465 4099 - 466 2144
466 2145 - 467 2052
467 2057 - 467 2292
467 2293 - 476 2002
476 2004 - 499 2001
Item No Description Units Sept 30, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 2017 CL C CONC (BENT) (MASS PLACEMENT) CY     1,900.400 690.00000 1
420 2018 CL C CONC (FOOTING) (MASS PLACEMENT) CY 2,744.000 387.21000 12,264.800 441.58557 6
420 2019 CL C CONC (CAP) CY .900 1,728.61111 2,942.800 662.82768 13
420 2020 CL C CONC (CRASHWALL) CY     1,300.800 617.24516 3
420 2022 CL E CONC (SEAL) CY     893.300 242.45382 6
420 2023 CL F CONC (COLUMN) CY 25.700 1,000.00000 759.600 806.76672 2
420 2024 CL F CONC (BENT) (MASS PLACEMENT) CY     1,035.300 520.00000 1
420 2025 CL F CONC (FOOTING) (MASS PLACEMENT) CY 43.600 790.21995 270.300 555.20011 2
420 2026 CL F CONC (FOOTING) CY     407.400 600.00000 1
420 2027 CL F CONC (BENT) CY     4,146.700 590.00000 1
420 2029 CL S CONC (SLAB) CY 75.200 1,076.06383 3,416.240 642.85952 34
420 2030 CL S CONC (PAN GIRD) CY     127.200 2,481.53994 1
420 2031 CL S CONC (SHEAR KEY) CY     698.600 199.68331 12
420 2032 CL S CONC (CULV DIR TRAF) CY     161.380 774.27810 3
420 2033 CL S CONC (APPR SLAB) CY 317.000 484.64038 10,428.020 432.32400 45
420 2034 CL S CONC (BRIDGE SDWLK) CY     1,132.200 392.83207 12
420 2035 CL S CONC (CIP SLAB SPAN) CY     132.600 758.55000 1
420 2036 CL A CONC (SEAL) CY     141.000 151.39716 4
420 2039 CL D CONC (MISC) CY 354.000 269.00000 656.900 266.39525 6
420 2041 CL C CONC (ABUT) (HPC) CY 1,125.600 732.10665 5,475.600 732.16738 42
420 2042 CL C CONC (BENT) (HPC) CY 2,981.100 775.97317 8,542.910 825.12916 30
420 2045 CL A CONC (MISC) (6") SY     48.000 250.00000 1
420 2049 CL S CONC (BRIDGE MEDIAN) CY     36.600 531.14754 2
420 2050 CL F CONC (CAP) CY 197.800 900.00000 18,060.200 562.63995 6
420 2051 CL C CONC (COLUMN) CY 19.900 1,019.38995 11,829.870 676.06841 17
420 2055 CL C CONC (COLUMN) (MASS PLACEMENT) CY 2,293.900 579.83000 19,344.300 531.50236 9
420 2058 CL C CONC (COLLAR) CY     6.000 1,100.00000 1
420 2059 CL C CONC (CAP) (MASS PLACEMENT) CY 3,262.200 537.35000 4,108.000 543.92336 4
420 2060 CL B CONC (DITCH INTERCEPTOR STRUCTURE EA     20.000 1,520.00000 3
420 2061 CL S CONC (HPC) BAS CY 1,208.800 502.80999 2,123.200 492.88224 7
420 2062 CL S CONC (HPC) REINF CONC SLAB SF     4,550.000 14.01000 1
420 2064 CL A CONC (PLUG) EA     27.000 1,113.32222 5
420 2068 CL S CONC (HPC) (SLAB) CY 356.900 613.15775 688.100 800.41439 8
420 2069 CL S CONC (HPC) (SHEAR KEY) CY 48.400 270.00000 81.000 301.82716 3
420 2071 CL S CONC (BENT) CY     21.200 1,200.00000 1
420 2072 CL H CONC (BENT) (MASS PLACEMENT) CY     1,373.600 623.82644 3
420 2076 CL C CONC (TRAFFIC RAIL) CY     9.900 991.40909 1
420 2078 CL A CONC (MISC) (8") SY     267.000 70.00000 1
420 2080 CL C CONC (DECORATIVE OBELISK) CY     48.000 948.31000 1
420 2082 CL C CONC (MEDIAN) CY     11.000 425.00000 1
420 2084 CL A CONC (CURB OUTLET) (TY I) EA     10.000 760.00000 2
420 2085 CL A CONC (CURB OUTLET) (TY II) EA     2.000 750.00000 1
420 2087 CL F CONC (ABUT) CY     121.700 1,000.00000 1
420 2089 CL F CONC (CAP) (MASS PLACEMENT) CY 143.100 815.28994 9,688.700 613.40716 4
420 2090 CL A CONC (COLLAR) EA     134.000 921.00000 9
420 2091 CL B CONC (MISC) CY 2.400 2,000.00000 2.400 2,000.00000 1
420 2092 CL C CONC (CAP) (MASS PLACEMENT) (HPC) CY 705.300 690.00000 1,925.700 728.02461 2
420 2093 CL C CONC (COLUMN) (MASS PLACE) (HPC) CY 1,124.600 575.00000 2,397.700 614.82254 2
420 2094 CL C CONC (FOOTING) (MASS PLACE) (HPC) CY 725.100 500.00000 725.100 500.00000 1
420 2102 CL A CONC (MEDIAN) CY     567.000 663.40035 3
420 2104 CL A CONC (FLUME) CY 52.400 650.00000 237.400 469.80623 5
420 2115 CL F CONC (COLUMN) (MASS PLACEMENT) CY 300.500 778.36998 6,381.700 1,042.13065 4
420 2116 CL F CONC (SLAB) CY     26.000 700.00000 1
420 2117 CL C CONC (SIGN FOOTING) CY     820.190 406.92644 6
420 2120 CL C CONC (BUS STOP) CY     290.000 452.24138 2
420 2123 CL C CONC (FOOTING) (HPC) CY 1,186.400 600.00000 1,493.600 624.03856 3
420 2124 CL S CONC (SLAB) SF     27,455.000 18.34308 6
420 2125 CL C CONC (VEH DEFL WALL) CY     218.400 480.00000 1
420 2130 CL F CONC (PEDESTAL) EA     60.000 400.00000 1
420 2213 CL H CONC (FASCIA PANEL) CY 77.700 1,500.00000 114.700 1,777.19677 2
420 2220 CL C CONC (SHEAR KEY) CY     2.100 2,500.58571 1
420 2221 CL S CONC (JUNCTION BOX) CY     133.000 915.97744 2
420 2223 CL C CONC (COLUMN) (HPC) CY 2,435.500 675.00000 2,678.700 701.14477 6
420 2224 CL C CONC (MISC) (HPC) CY     17.900 2,200.00000 1
420 2225 CL C CONC (SLAB) CY     151.000 600.00000 1
420 2233 CL C CONC (CURB) CY     15.600 550.00000 1
420 2240 CL A CONC (SPANDREL) CY     189.000 391.90476 2
420 2242 CL A CONC (CHANNEL LINING) CY     20.000 450.00000 1
420 2243 CL E CONC (SEAL SLAB) CY     1,092.600 166.48801 3
420 2247 CL H CONC (CIP BOX) (HPC) CY     15,647.000 1,160.00000 1
420 2256 CL S CONC (APPR SLAB) (HPC) CY 1,176.400 449.44645 4,955.800 428.07108 25
420 2260 CLASS A CONC EDGE CY     277.700 336.18999 1
420 2268 CL C CONC (RAIL FOUNDATION) (HPC) CY     124.800 348.63782 3
420 2269 CL C CONC (CAP) (HPC) CY 5,202.000 800.00000 5,423.700 813.05889 4
420 2283 CL F CONC (END WALL) CY     235.600 2,000.00000 1
420 2285 CL F CONC (GRADE BEAM) CY     1,497.200 500.00000 1
420 2286 CL H CONC (PRECAST PANEL) SF     66,793.000 22.00000 1
420 2287 CL S CONC (APPR SLAB) (MOD) CY     304.000 370.00000 1
420 2291 CL S CONC (BRIDGE MEDIAN) (HPC) CY 211.700 333.00000 481.000 313.45551 5
420 2292 CL S CONC (BRIDGE SDWLK) (HPC) CY 362.600 368.00000 1,448.100 370.10711 9
422 2001 REINF CONC SLAB SF 395,579.000 11.90026 5,226,791.900 10.34545 80
422 2002 REINF CONC SLAB (EXT SLAB) SF 4,246.000 22.87000 32,963.800 19.81920 4
422 2003 REINF CONC SLAB (HPC) (CL S) SF 792,775.000 13.39474 1,679,495.500 15.16080 35
422 2008 REINF CONC SLAB (EXT SLAB) (HPC) (CL S) SF     17,062.000 17.00000 1
423 2001 RETAINING WALL (MSE) SF 240,368.960 43.75818 1,210,118.160 41.44976 43
423 2003 RETAINING WALL (MSE) (ASHLAR STONE FIN) SF     107,770.000 39.32046 4
423 2005 RETAINING WALL (TEMP WALL) SF     295,300.000 7.02268 8
423 2006 RETAINING WALL (CONC BLOCK) SF 500.000 39.13000 60,591.000 26.86229 15
423 2007 RETAINING WALL (SPREAD FOOTING) SF 432.000 90.00000 17,173.000 64.14473 7
423 2008 RETAINING WALL (STONE) SF     2,295.000 45.00000 2
423 2009 RETAINING WALL (SOIL NAILED) (FACIA) SF 5,380.000 23.78000 231,273.000 25.35077 11
423 2011 RETAINING WALL (DRILL SHAFT) (FACIA) SF 14,191.000 43.39617 49,440.680 53.57859 7
423 2012 RETAINING WALL (CAST - IN - PLACE) SF 5,185.000 63.14669 79,979.400 55.11008 28
423 2014 RET WALL (SPREAD FOOTING) (SPL) SF     10,848.000 36.00179 2
423 2018 RETAINING WALL (MSE) (WAVE SCHEME) SF     24,398.000 26.62592 2
423 2024 RETAINING WALL (MSE) (HORIZONTAL SCHEME SF     616,346.000 24.85695 5
423 2025 RETAINING WALL (SPECIAL) SF     40,349.000 54.60653 5
423 2036 RET WALL (SOIL NAILED) (FASCIA) (HOR SCH) SF     12,784.000 25.00000 1
423 2049 RET WALL (MSE) (VERTICAL SCHEME) (SPL) SF     452,564.000 33.63339 2
423 2050 RET. WALL (SOIL NAILED) (GUNNITE FACIA) SF     946.000 65.00000 1