AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Wednesday, July 2, 2014
ITEMS 420 2017 TO 423 2014
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0368
0400 - 0499
0500 - 0560
0610 - 0690
0712 - 0788
0800 - 0800
1003 - 1144
2024 - 2248
3042 - 3283
4001 - 4665
5050 - 5997
6004 - 6986
7380 - 7642
8008 - 8999
9009 - 9050
400 2001 - 420 2016
420 2017 - 423 2014
423 2018 - 430 2058
430 2059 - 432 2023
432 2024 - 450 2028
450 2030 - 454 2001
454 2004 - 462 2121
462 2122 - 465 2103
465 2104 - 465 2359
465 2371 - 465 4124
465 4126 - 466 2233
466 2234 - 467 2134
467 2136 - 467 2331
467 2332 - 476 2075
476 2080 - 499 2001
Item No Description Units June 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     7,227.400 442.26188 2
420 2019 CL C CONC (CAP) CY     3,676.300 635.49872 13
420 2020 CL C CONC (CRASHWALL) CY     285.400 322.59986 2
420 2022 CL E CONC (SEAL) CY     968.300 236.31519 6
420 2023 CL F CONC (COLUMN) CY     1,570.700 922.53390 2
420 2024 CL F CONC (BENT) (MASS PLACEMENT) CY     2,878.700 526.40358 2
420 2025 CL F CONC (FOOTING) (MASS PLACEMENT) CY     226.700 510.00000 1
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 142.800 699.61485 4,571.940 573.87966 35
420 2031 CL S CONC (SHEAR KEY) CY     1,303.300 218.72800 16
420 2032 CL S CONC (CULV DIR TRAF) CY     161.380 774.27810 3
420 2033 CL S CONC (APPR SLAB) CY 1,257.420 733.80430 12,420.020 395.94795 51
420 2034 CL S CONC (BRIDGE SDWLK) CY 77.500 325.00000 1,209.100 436.35981 15
420 2035 CL S CONC (CIP SLAB SPAN) CY     132.600 758.55000 1
420 2036 CL A CONC (SEAL) CY     38.000 280.21053 4
420 2039 CL D CONC (MISC) CY     68.000 220.00000 1
420 2041 CL C CONC (ABUT) (HPC) CY 535.800 1,006.43897 6,728.700 716.91069 49
420 2042 CL C CONC (BENT) (HPC) CY 377.900 852.61445 8,839.310 776.49358 34
420 2045 CL A CONC (MISC) (6") SY     54.000 227.36556 2
420 2049 CL S CONC (BRIDGE MEDIAN) CY     36.600 531.14754 2
420 2050 CL F CONC (CAP) CY     11,365.000 550.02653 4
420 2051 CL C CONC (COLUMN) CY 63.600 1,056.94135 5,867.570 664.92085 11
420 2054 CL HES CONC (APPR SLAB) CY     51.800 600.00000 1
420 2055 CL C CONC (COLUMN) (MASS PLACEMENT) CY     15,346.400 512.03275 6
420 2056 CL K CONC (BKWL CAP) CY     12.800 1,500.00000 1
420 2058 CL C CONC (COLLAR) CY 6.000 1,100.00000 6.000 1,100.00000 1
420 2059 CL C CONC (CAP) (MASS PLACEMENT) CY     735.800 524.25931 2
420 2060 CL B CONC (DITCH INTERCEPTOR STRUCTURE EA     18.000 1,333.33333 2
420 2061 CL S CONC (HPC) BAS CY 160.000 720.40000 583.200 534.85069 5
420 2064 CL A CONC (PLUG) EA     25.000 1,147.30480 6
420 2068 CL S CONC (HPC) (SLAB) CY 112.400 967.41993 525.800 943.08699 9
420 2069 CL S CONC (HPC) (SHEAR KEY) CY 32.600 349.07975 32.600 349.07975 2
420 2071 CL S CONC (BENT) CY     21.200 1,200.00000 1
420 2072 CL H CONC (BENT) (MASS PLACEMENT) CY     765.000 603.00392 2
420 2076 CL C CONC (TRAFFIC RAIL) CY     9.900 991.40909 1
420 2077 CL C CONC (HPC) (CRASHWALL) CY     114.000 700.00000 1
420 2078 CL A CONC (MISC) (8") SY     267.000 70.00000 1
420 2080 CL C CONC (DECORATIVE OBELISK) CY     77.400 1,119.88217 2
420 2081 CL C CONC (DECORATIVE EARWALL) CY     3.300 3,800.00000 1
420 2082 CL C CONC (MEDIAN) CY     11.000 425.00000 1
420 2084 CL A CONC (CURB OUTLET) (TY I) EA     13.000 1,476.92308 4
420 2085 CL A CONC (CURB OUTLET) (TY II) EA     9.000 1,077.77778 3
420 2087 CL F CONC (ABUT) CY     121.700 1,000.00000 1
420 2089 CL F CONC (CAP) (MASS PLACEMENT) CY     9,912.900 597.36510 3
420 2090 CL A CONC (COLLAR) EA 6.000 969.00000 136.000 922.60294 10
420 2091 CL B CONC (MISC) CY     15.000 500.00000 1
420 2092 CL C CONC (CAP) (MASS PLACEMENT) (HPC) CY     688.600 454.98999 1
420 2093 CL C CONC (COLUMN) (MASS PLACE) (HPC) CY     532.400 511.75000 1
420 2094 CL C CONC (FOOTING) (MASS PLACE) (HPC) CY     704.000 389.02000 1
420 2102 CL A CONC (MEDIAN) CY     567.000 663.40035 3
420 2104 CL A CONC (FLUME) CY     148.000 399.15541 3
420 2115 CL F CONC (COLUMN) (MASS PLACEMENT) CY     6,081.200 1,055.16428 3
420 2116 CL F CONC (SLAB) CY     26.000 700.00000 1
420 2117 CL C CONC (SIGN FOOTING) CY     523.400 410.16431 4
420 2120 CL C CONC (BUS STOP) CY 277.000 450.00000 277.000 450.00000 1
420 2123 CL C CONC (FOOTING) (HPC) CY     307.200 716.87500 2
420 2124 CL S CONC (SLAB) SF 1,300.000 19.00000 31,269.000 11.37489 4
420 2125 CL C CONC (VEH DEFL WALL) CY     30.000 980.00000 1
420 2130 CL F CONC (PEDESTAL) EA     60.000 400.00000 1
420 2213 CL H CONC (FASCIA PANEL) CY 37.000 2,359.31000 37.000 2,359.31000 1
420 2220 CL C CONC (SHEAR KEY) CY     2.100 2,500.58571 1
420 2223 CL C CONC (COLUMN) (HPC) CY 56.200 800.00000 228.600 965.55556 5
420 2224 CL C CONC (MISC) (HPC) CY 17.900 2,200.00000 48.900 1,055.54213 2
420 2225 CL C CONC (SLAB) CY     151.000 600.00000 1
420 2233 CL C CONC (CURB) CY     2.400 758.41667 1
420 2240 CL A CONC (SPANDREL) CY     117.000 310.00000 1
420 2242 CL A CONC (CHANNEL LINING) CY     20.000 450.00000 1
420 2243 CL E CONC (SEAL SLAB) CY     84.000 348.45238 3
420 2244 CL E CONC (SEAL SLAB) (NON - REINF) CY     160.000 328.28125 2
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 616.900 491.66315 8,137.200 404.32368 33
420 2263 CL C CONC (BENT) (HPC) (MASS PLACEMENT) CY     345.100 473.62999 1
420 2268 CL C CONC (RAIL FOUNDATION) (HPC) CY     105.800 387.90170 2
420 2269 CL C CONC (CAP) (HPC) CY 47.000 1,200.00000 88.000 1,204.65909 2
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 304.000 370.00000 1
420 2291 CL S CONC (BRIDGE MEDIAN) (HPC) CY 30.300 420.00000 262.400 271.21189 4
420 2292 CL S CONC (BRIDGE SDWLK) (HPC) CY 143.300 600.51640 928.800 330.07267 6
420 2293 CL C CONC (PEDESTAL) EA     15.000 2,000.00000 1
420 2294 CL A CONC (DITCH INTERCEPTOR STRUCTURE EA     60.000 2,279.83333 2
422 2001 REINF CONC SLAB SF 95,124.000 16.73475 4,227,624.700 10.46081 76
422 2002 REINF CONC SLAB (EXT SLAB) SF 4,560.000 19.45000 82,286.000 17.57870 5
422 2003 REINF CONC SLAB (HPC) (CL S) SF 57,668.000 20.54068 1,275,414.600 15.57559 42
422 2005 REINF CONC SLAB (LIGHTWEIGHT) SF     10,929.000 20.00000 1
422 2008 REINF CONC SLAB (EXT SLAB) (HPC) (CL S) SF     68,772.000 19.06333 2
423 2001 RETAINING WALL (MSE) SF 18,605.000 43.32440 1,366,663.920 39.28715 38
423 2003 RETAINING WALL (MSE) (ASHLAR STONE FIN) SF 47,156.000 29.47256 52,020.000 32.98461 4
423 2005 RETAINING WALL (TEMP WALL) SF 19,656.000 10.33120 209,945.000 10.81503 11
423 2006 RETAINING WALL (CONC BLOCK) SF 1,934.000 35.39562 44,868.000 26.30351 16
423 2007 RETAINING WALL (SPREAD FOOTING) SF     2,234.000 60.97600 3
423 2008 RETAINING WALL (STONE) SF     5,429.000 28.40910 2
423 2009 RETAINING WALL (SOIL NAILED) (FACIA) SF 4,231.000 51.46000 228,184.000 27.04868 13
423 2010 RETAINING WALL (ROCK NAILED) (FACIA) SF     711.000 60.00000 1
423 2011 RETAINING WALL (DRILL SHAFT) (FACIA) SF 625.680 92.00000 9,261.680 75.01283 4
423 2012 RETAINING WALL (CAST - IN - PLACE) SF 7,921.000 52.41998 65,019.500 54.98403 23
423 2014 RET WALL (SPREAD FOOTING) (SPL) SF     10,848.000 36.00179 2