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AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE
 
Last Update: Monday, January 30, 2012
ITEMS 420 2016 TO 423 2003
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0368
0400 - 0497
0500 - 0560
0610 - 0690
0700 - 0788
 1003 - 1103
3006 - 3239
4007 - 4613
5049 - 5995
6004 - 6989
7288 - 7612
8020 - 8840
9001 - 9065
 400 2001 - 420 2015
420 2016 - 423 2003
423 2005 - 430 2045
430 2051 - 432 2084
432 2085 - 450 2077
450 2078 - 459 2017
459 2018 - 464 2021
464 2022 - 465 2107
465 2108 - 465 2349
465 2350 - 466 2023
466 2024 - 466 2313
466 2314 - 467 2188
467 2189 - 467 2399
467 2409 - 480 2002
481 2010 - 497 2001
Item No Description Units January 31, 2012 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 2016 CL C CONC (COLLAR) EA 2.000 550.00000 296.000 520.82432 24
420 2017 CL C CONC (BENT) (MASS PLACEMENT) CY     9,197.700 524.76793 3
420 2018 CL C CONC (FOOTING) (MASS PLACEMENT) CY     13,246.700 371.86682 8
420 2019 CL C CONC (CAP) CY 20.400 700.00000 16,984.500 529.67423 18
420 2020 CL C CONC (CRASHWALL) CY     655.000 430.07328 2
420 2022 CL E CONC (SEAL) CY     945.960 228.21261 11
420 2023 CL F CONC (COLUMN) CY     840.700 936.49637 3
420 2025 CL F CONC (FOOTING) (MASS PLACEMENT) CY     237.800 556.06392 2
420 2026 CL F CONC (FOOTING) CY     424.100 596.06225 2
420 2027 CL F CONC (BENT) CY     208.900 1,020.15318 2
420 2029 CL S CONC (SLAB) CY 452.800 433.95186 8,425.200 439.33274 43
420 2030 CL S CONC (PAN GIRD) CY     127.200 275.00000 1
420 2031 CL S CONC (SHEAR KEY) CY 163.400 165.78947 1,641.100 169.35203 18
420 2032 CL S CONC (CULV DIR TRAF) CY .680 1,500.00000 28.680 818.06137 3
420 2033 CL S CONC (APPR SLAB) CY 529.500 349.19075 20,852.600 303.16526 70
420 2034 CL S CONC (BRIDGE SDWLK) CY     1,540.440 298.38198 11
420 2035 CL S CONC (CIP SLAB SPAN) CY     369.440 803.08575 2
420 2036 CL A CONC (SEAL) CY     40.000 221.25000 3
420 2037 CL C CONC (VALLEY GUTTER) SY     133.000 47.50000 1
420 2039 CL D CONC (MISC) CY     211.200 255.93277 5
420 2041 CL C CONC (ABUT) (HPC) CY 420.090 544.98488 6,982.190 542.22338 43
420 2042 CL C CONC (BENT) (HPC) CY 430.400 513.52230 16,633.950 771.04507 30
420 2045 CL A CONC (MISC) (6") SY     197.000 57.51000 1
420 2049 CL S CONC (BRIDGE MEDIAN) CY     238.900 379.64755 6
420 2050 CL F CONC (CAP) CY     22,566.700 461.21807 5
420 2051 CL C CONC (COLUMN) CY     4,487.800 572.09495 12
420 2052 CL C CONC (PILASTER) CY     104.600 1,032.00000 1
420 2055 CL C CONC (COLUMN) (MASS PLACEMENT) CY     31,809.900 502.65473 8
420 2058 CL C CONC (COLLAR) CY     5.290 905.48204 2
420 2059 CL C CONC (CAP) (MASS PLACEMENT) CY     7,738.080 481.23416 5
420 2060 CL B CONC (DITCH INTERCEPTOR STRUCTURE EA     4.000 1,320.00000 1
420 2061 CL S CONC (HPC) BAS CY     3,760.400 319.00166 10
420 2062 CL S CONC (HPC) REINF CONC SLAB SF     6,143.300 15.90000 1
420 2064 CL A CONC (PLUG) EA 1.000 285.00000 15.000 760.33333 4
420 2065 CL A CONC (STEPS) CY     7.000 700.00000 1
420 2068 CL S CONC (HPC) (SLAB) CY     66.900 777.24215 2
420 2069 CL S CONC (HPC) (SHEAR KEY) CY     44.800 220.10000 1
420 2071 CL S CONC (BENT) CY     96.400 373.00000 1
420 2077 CL C CONC (HPC) (CRASHWALL) CY     283.200 540.00000 1
420 2082 CL C CONC (MEDIAN) CY     36.000 494.95556 2
420 2084 CL A CONC (CURB OUTLET) (TY I) EA     3.000 800.00000 2
420 2085 CL A CONC (CURB OUTLET) (TY II) EA     2.000 950.00000 2
420 2087 CL F CONC (ABUT) CY     352.000 510.00000 2
420 2088 CL S CONC (DIAPHRAGM) CY     2.600 1,000.00000 1
420 2089 CL F CONC (CAP) (MASS PLACEMENT) CY     810.800 645.14356 2
420 2090 CL A CONC (COLLAR) EA 1.000 465.00000 17.000 848.41176 5
420 2091 CL B CONC (MISC) CY     58.820 451.88116 3
420 2092 CL C CONC (CAP) (MASS PLACEMENT) (HPC) CY     2,290.900 436.33441 3
420 2093 CL C CONC (COLUMN) (MASS PLACE) (HPC) CY     6,239.300 495.61603 3
420 2094 CL C CONC (FOOTING) (MASS PLACE) (HPC) CY     305.500 435.07201 2
420 2099 CL C CONC (CURB FLUME) (SPL) EA     2.000 1,400.00000 1
420 2101 CL A CONC (RAMPS, STAIRS AND WALLS) CY     8.000 900.00000 1
420 2102 CL A CONC (MEDIAN) CY     377.800 346.99751 3
420 2104 CL A CONC (FLUME) CY     3.000 690.00000 2
420 2112 CL C CONC (BENT) (BASE BID) CY     25.300 780.00000 1
420 2115 CL F CONC (COLUMN) (MASS PLACEMENT) CY     272.600 500.00000 1
420 2117 CL C CONC (SIGN FOOTING) CY     722.200 452.57491 6
420 2123 CL C CONC (FOOTING) (HPC) CY     2,467.200 1,500.00000 1
420 2124 CL S CONC (SLAB) SF     13,581.000 16.54761 3
420 2213 CL H CONC (FASCIA PANEL) CY     42.000 2,000.00000 1
420 2216 CL S CONC (SUPPORT SLAB) CY     85.600 363.28692 4
420 2217 CL C CONC (PEDESTAL) CY     29.760 447.79872 2
420 2220 CL C CONC (SHEAR KEY) CY     10.500 900.00000 1
420 2221 CL S CONC (JUNCTION BOX) CY     47.000 1,062.23404 2
420 2223 CL C CONC (COLUMN) (HPC) CY     2,952.800 537.56015 9
420 2224 CL C CONC (MISC) (HPC) CY     219.500 331.24770 2
420 2228 CL C CONC (MOUNTABLE MEDIAN NOSE) EA     20.000 1,411.28000 1
420 2240 CL A CONC (SPANDREL) CY     15.700 420.00000 1
420 2246 CL H CONC (DIAPHRAGM) (HPC) (MASS PLA) CY     238.400 520.00000 1
420 2247 CL H CONC (CIP BOX) (HPC) CY 67.400 710.00000 338.500 1,262.61152 2
420 2251 CL A CONC (COLLAR) CY     1.000 2,000.00000 1
420 2252 CL HES CONC (MISC) CY     8.670 400.00000 1
420 2256 CL S CONC (APPR SLAB) (HPC) CY 778.600 389.82790 7,186.130 359.71835 24
420 2258 CL F CONC (BENT) (HPC) CY 1,890.900 575.00000 6,632.500 878.83415 2
420 2261 CL S CONC (APPR SLAB) (HPC) CY     76.500 330.00000 1
420 2263 CL C CONC (BENT) (HPC) (MASS PLACEMENT) CY     887.400 620.00000 1
420 2264 CL H CONC (COLUMN) (MASS PLACEMENT) (HPC CY     366.700 1,100.00000 1
420 2265 CL H CONC (PEDESTALS) (HPC) CY     7.200 1,700.00000 1
420 2268 CL C CONC (RAIL FOUNDATION) (HPC) CY     93.000 375.00000 1
420 2269 CL C CONC (CAP) (HPC) CY     4,242.500 576.52488 8
420 2271 CL C CONC (RAIL FOUNDATION) (OPT1) CY     61.000 267.64000 1
420 2276 CL C CONC (WALL) CY     64.800 1,300.00000 1
420 2277 CL S CONC (DIAPHRAGM) (HPC) CY     532.400 555.00000 1
420 2278 CL F CONC (CAP) (MASS PLACEMENT) (HPC) CY     5,161.200 445.00000 1
420 2279 CL C CONC (PEDESTAL) (HPC) CY     135.300 320.00000 1
420 2280 CL H CONC (DIAPHRAGM) (HPC) CY     1,033.600 583.00000 1
420 2283 CL F CONC (END WALL) CY     235.600 1,800.00000 1
420 2285 CL F CONC (GRADE BEAM) CY     1,497.200 620.00000 1
420 2286 CL H CONC (PRECAST PANEL) SF     66,793.000 19.00000 1
420 2287 CL S CONC (APPR SLAB) (MOD) CY     145.400 362.30000 1
420 2288 CL C CONC (MONUMENT) (TY 1) CY     92.000 754.00000 1
420 2289 CL C CONC (MONUMENT) (TY 2) CY     156.000 648.00000 1
420 2290 CL C CONC (MONUMENT) (TY 3) CY     112.000 769.00000 1
420 2292 CL S CONC (BRIDGE SDWLK) (HPC) CY     363.900 368.84999 1
422 2001 REINF CONC SLAB SF 7,280.000 14.00000 6,812,621.600 8.39532 69
422 2002 REINF CONC SLAB (EXT SLAB) SF     37,629.000 20.05366 4
422 2003 REINF CONC SLAB (HPC) (CL S) SF 178,249.750 14.04548 3,587,388.750 12.05454 43
422 2008 REINF CONC SLAB (EXT SLAB) (HPC) (CL S) SF     9,637.000 22.36224 2
423 2001 RETAINING WALL (MSE) SF 111,926.000 23.00000 2,256,286.180 29.26395 40
423 2003 RETAINING WALL (MSE) (ASHLAR STONE FIN) SF     188,805.000 22.99027 2
 
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