AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Monday, March 31, 2014
ITEMS 420 2022 TO 425 2004
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0368
0400 - 0499
0500 - 0560
0610 - 0690
0712 - 0788
0800 - 0800
1003 - 1144
2024 - 2203
3061 - 3278
4001 - 4659
5050 - 5997
6004 - 6986
7380 - 7642
8008 - 8995
9012 - 9050
400 2001 - 420 2021
420 2022 - 425 2004
425 2006 - 430 2088
430 2090 - 432 2040
432 2041 - 450 2079
450 2080 - 459 2015
459 2016 - 464 2035
464 2036 - 465 2168
465 2173 - 465 2500
465 2507 - 466 2070
466 2071 - 467 2038
467 2039 - 467 2247
467 2249 - 467 2635
467 2638 - 496 2013
496 2014 - 499 2001
Item No Description Units March 31, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 2022 CL E CONC (SEAL) CY 2.800 850.00000 721.300 265.78054 6
420 2023 CL F CONC (COLUMN) CY     836.800 1,030.00000 1
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 2027 CL F CONC (BENT) CY     4,146.700 590.00000 1
420 2029 CL S CONC (SLAB) CY 84.800 670.48939 5,735.140 546.43790 36
420 2031 CL S CONC (SHEAR KEY) CY 27.900 371.54122 1,477.100 218.25792 17
420 2032 CL S CONC (CULV DIR TRAF) CY     132.380 624.89802 2
420 2033 CL S CONC (APPR SLAB) CY 631.200 364.60710 10,817.400 353.96215 45
420 2034 CL S CONC (BRIDGE SDWLK) CY 124.300 360.00000 1,101.000 441.13764 15
420 2035 CL S CONC (CIP SLAB SPAN) CY     218.800 715.78487 2
420 2036 CL A CONC (SEAL) CY     72.000 222.88889 6
420 2037 CL C CONC (VALLEY GUTTER) SY     23.000 123.00000 1
420 2039 CL D CONC (MISC) CY     68.000 220.00000 1
420 2041 CL C CONC (ABUT) (HPC) CY 386.900 767.24994 5,736.300 784.03162 44
420 2042 CL C CONC (BENT) (HPC) CY 534.300 752.05315 8,996.500 765.35964 30
420 2045 CL A CONC (MISC) (6") SY     6.000 46.29000 1
420 2049 CL S CONC (BRIDGE MEDIAN) CY     69.200 477.69220 3
420 2050 CL F CONC (CAP) CY     22,232.300 530.12402 7
420 2051 CL C CONC (COLUMN) CY     9,672.600 618.67782 14
420 2054 CL HES CONC (APPR SLAB) CY     51.800 600.00000 1
420 2055 CL C CONC (COLUMN) (MASS PLACEMENT) CY     18,735.200 527.94416 7
420 2056 CL K CONC (BKWL CAP) CY     12.800 1,500.00000 1
420 2059 CL C CONC (CAP) (MASS PLACEMENT) CY     1,881.300 570.37687 3
420 2060 CL B CONC (DITCH INTERCEPTOR STRUCTURE EA     28.000 1,364.28571 4
420 2061 CL S CONC (HPC) BAS CY     345.800 458.36298 4
420 2062 CL S CONC (HPC) REINF CONC SLAB SF     2,710.000 15.87823 2
420 2064 CL A CONC (PLUG) EA     27.000 1,128.98593 6
420 2065 CL A CONC (STEPS) CY     46.800 1,480.00000 1
420 2068 CL S CONC (HPC) (SLAB) CY     320.500 853.00858 7
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 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 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 2086 CL A CONC (MISC) (4") SY     20.000 185.00000 1
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     98.000 971.02041 6
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     782.500 543.15233 2
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     915.500 802.17914 2
420 2117 CL C CONC (SIGN FOOTING) CY     987.600 471.92509 7
420 2123 CL C CONC (FOOTING) (HPC) CY     438.000 711.83562 3
420 2124 CL S CONC (SLAB) SF     25,870.000 10.69136 2
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 60.000 400.00000 1
420 2213 CL H CONC (FASCIA PANEL) CY     58.400 1,900.00000 1
420 2223 CL C CONC (COLUMN) (HPC) CY     261.100 910.97664 4
420 2224 CL C CONC (MISC) (HPC) CY     31.000 394.71000 1
420 2233 CL C CONC (CURB) CY     2.400 758.41667 1
420 2242 CL A CONC (CHANNEL LINING) CY     375.000 293.40000 1
420 2243 CL E CONC (SEAL SLAB) CY     28.000 305.35714 2
420 2244 CL E CONC (SEAL SLAB) (NON - REINF) CY     224.000 294.43232 3
420 2256 CL S CONC (APPR SLAB) (HPC) CY 585.800 394.91123 8,091.100 407.93429 31
420 2260 CLASS A CONC EDGE CY     164.000 500.00000 1
420 2263 CL C CONC (BENT) (HPC) (MASS PLACEMENT) CY     345.100 473.62999 1
420 2268 CL C CONC (RAIL FOUNDATION) (HPC) CY     88.200 325.64626 2
420 2269 CL C CONC (CAP) (HPC) CY     143.600 845.61281 2
420 2284 CL C CONC (PARAPET) CY     5.700 3,400.00000 1
420 2291 CL S CONC (BRIDGE MEDIAN) (HPC) CY 94.000 300.00000 157.500 300.00000 2
420 2292 CL S CONC (BRIDGE SDWLK) (HPC) CY     489.700 308.36124 3
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
420 2295 CLASS H CONC (CAP) CY     213.000 700.00000 1
420 2296 CLASS S CONC (CLOSURE POUR) CY     5.200 1,500.00000 1
422 2001 REINF CONC SLAB SF 249,842.000 14.22728 5,805,655.700 10.28257 70
422 2002 REINF CONC SLAB (EXT SLAB) SF     67,076.000 17.09879 3
422 2003 REINF CONC SLAB (HPC) (CL S) SF 71,007.000 15.22702 1,362,443.600 15.22199 38
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 126,438.000 35.54154 1,444,880.920 36.50418 38
423 2003 RETAINING WALL (MSE) (ASHLAR STONE FIN) SF     3,060.000 35.00000 1
423 2005 RETAINING WALL (TEMP WALL) SF     298,123.000 10.53725 13
423 2006 RETAINING WALL (CONC BLOCK) SF 534.000 90.00000 35,026.000 30.03533 13
423 2007 RETAINING WALL (SPREAD FOOTING) SF     16,723.000 44.83783 3
423 2008 RETAINING WALL (STONE) SF     5,429.000 28.40910 2
423 2009 RETAINING WALL (SOIL NAILED) (FACIA) SF     318,420.000 26.97027 14
423 2010 RETAINING WALL (ROCK NAILED) (FACIA) SF     711.000 60.00000 1
423 2011 RETAINING WALL (DRILL SHAFT) (FACIA) SF     39,254.000 55.71702 3
423 2012 RETAINING WALL (CAST - IN - PLACE) SF 1,302.000 33.60000 58,839.500 53.57906 21
423 2014 RET WALL (SPREAD FOOTING) (SPL) SF     10,686.000 36.00000 1
423 2018 RETAINING WALL (MSE) (WAVE SCHEME) SF     24,398.000 26.62592 2
423 2020 RETAINING WALL (BRICK VENEER) SF     1,170.000 26.00000 1
423 2024 RETAINING WALL (MSE) (HORIZONTAL SCHEME SF     474,765.000 25.09139 5
423 2025 RETAINING WALL (SPECIAL) SF     34,336.000 42.78454 3
423 2035 RETAINING WALL (MSE) (WELDED WIRE FACE) SF     22,078.000 53.09862 2
423 2036 RET WALL (SOIL NAILED) (FASCIA) (HOR SCH) SF     12,784.000 25.00000 1
423 2040 RETAINING WALL (GABION) SF     580.000 38.50000 1
423 2049 RET WALL (MSE) (VERTICAL SCHEME) (SPL) SF     1,042,938.000 27.62136 4
423 2050 RET. WALL (SOIL NAILED) (GUNNITE FACIA) SF     2,125.000 85.00000 1
423 2052 RETAINING WALL (EXISTING CIP) (FACIA) SF     2,814.000 33.00000 1
425 2003 PRESTR CONC BEAM (TY C) LF     10,003.080 98.91612 2
425 2004 PRESTR CONC BEAM (TY IV) LF     25,942.340 111.80973 3