AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Thursday, July 14, 2016
ITEMS 420 2004 TO 422 6001
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0368
0400 - 0499
0500 - 0560
0610 - 0690
0700 - 0788
0800 - 0800
1002 - 1160
2000 - 2349
3000 - 3271
4000 - 4183
5000 - 5969
6000 - 6920
7001 - 7669
8020 - 8999
9012 - 9054
400 2002 - 420 2003
420 2004 - 422 6001
422 6002 - 429 6007
429 6008 - 434 6034
434 6035 - 450 6042
450 6043 - 460 6027
460 6028 - 462 6109
462 6110 - 465 2104
465 2119 - 465 6130
465 6131 - 465 6256
465 6257 - 466 6111
466 6112 - 467 6009
467 6010 - 467 6275
467 6279 - 467 6522
467 6523 - 481 6036
481 6037 - 499 6001
Item No Description Units June 30, 2016 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 2004 CL C CONC (BENT) CY     679.300 800.00000 1
420 2005 CL C CONC (FOOTING) CY 533.500 500.00000 1,005.900 568.09623 2
420 2006 CL C CONC (RAIL FOUNDATION) CY     3.000 800.00000 1
420 2007 CL C CONC (CULV) CY     21.000 500.00000 1
420 2010 CL C CONC (SIGN COLUMN) CY     82.000 1,130.00000 1
420 2011 CL C CONC (RETAINING WALL) CY     13.000 568.40000 1
420 2013 CL C CONC (MISC) CY     898.800 330.08178 2
420 2029 CL S CONC (SLAB) CY 400.700 450.00000 400.700 450.00000 1
420 2031 CL S CONC (SHEAR KEY) CY 180.100 200.00000 180.100 200.00000 1
420 2033 CL S CONC (APPR SLAB) CY     79.800 400.00000 1
420 2037 CL C CONC (VALLEY GUTTER) SY     136.000 165.00000 1
420 2041 CL C CONC (ABUT) (HPC) CY     393.500 785.76595 2
420 2042 CL C CONC (BENT) (HPC) CY     2,088.400 671.92348 2
420 2045 CL A CONC (MISC) (6") SY     5,459.000 41.25000 1
420 2050 CL F CONC (CAP) CY 4,201.700 690.00000 4,201.700 690.00000 1
420 2051 CL C CONC (COLUMN) CY 2,649.300 640.00000 2,662.100 643.17343 2
420 2055 CL C CONC (COLUMN) (MASS PLACEMENT) CY 109.200 640.00000 109.200 640.00000 1
420 2089 CL F CONC (CAP) (MASS PLACEMENT) CY 447.600 640.00000 447.600 640.00000 1
420 2092 CL C CONC (CAP) (MASS PLACEMENT) (HPC) CY     705.300 634.00000 1
420 2093 CL C CONC (COLUMN) (MASS PLACE) (HPC) CY     1,124.600 569.00000 1
420 2094 CL C CONC (FOOTING) (MASS PLACE) (HPC) CY     725.100 476.00000 1
420 2123 CL C CONC (FOOTING) (HPC) CY     1,186.400 590.00000 1
420 2223 CL C CONC (COLUMN) (HPC) CY     2,435.500 609.00000 1
420 2233 CL C CONC (CURB) CY 2.400 1,500.00000 2.400 1,500.00000 1
420 2256 CL S CONC (APPR SLAB) (HPC) CY     684.000 450.00000 2
420 2269 CL C CONC (CAP) (HPC) CY     5,202.000 608.00000 1
420 6001 CL A CONC (SEAL) CY     13.000 350.00000 1
420 6002 CL A CONC (MISC) CY 98.000 620.00000 2,224.960 442.48162 19
420 6003 CL A CONC (MISC) SY 20.000 500.00000 20.000 500.00000 1
420 6004 CL A CONC (MEDIAN) CY     3.000 300.00000 1
420 6005 CL A CONC (CURB OUTLET) (TY I) EA     2.000 1,300.00000 1
420 6006 CL A CONC (CURB OUTLET) (TY II) EA 4.000 3,000.00000 11.000 2,036.36364 3
420 6007 CL A CONC (FLUME) CY     144.300 715.55787 4
420 6008 CL A CONC (DITCH INTERCEPTOR STRUCTURE CY 5.000 600.00000 13.000 427.69231 2
420 6009 CL A CONC (COLLAR) EA 4.000 1,600.00000 70.000 1,100.85714 5
420 6010 CL A CONC (PLUG) EA 1.000 1,000.00000 73.000 885.47945 10
420 6011 CL B CONC (FLUME) CY 84.000 400.00000 789.200 404.33553 8
420 6012 CL B CONC (MISC) CY     128.850 419.90260 4
420 6013 CL C CONC (ABUT) CY 1,480.400 884.63868 8,550.400 1,005.37250 92
420 6014 CL C CONC (ABUT) (HPC) CY 323.700 1,000.00000 8,045.500 842.59479 42
420 6019 CL C CONC (ABUT) (EXTEND) CY 63.400 1,158.20189 343.500 1,660.90015 13
420 6020 CL C CONC (ABUT) (HPC) (EXTEND) CY     344.900 1,129.02870 2
420 6025 CL C CONC (BENT) CY 1,232.800 977.79802 8,777.970 1,135.72393 55
420 6026 CL C CONC (BENT) (HPC) CY 524.800 1,200.00000 15,997.200 832.64549 31
420 6027 CL C CONC (BENT) (MASS) CY     1,827.600 600.00000 1
420 6029 CL C CONC (CAP) CY 85.200 1,247.94871 1,918.700 889.67480 11
420 6030 CL C CONC (CAP) (HPC) CY     2,023.700 789.60666 4
420 6031 CL C CONC (CAP) (MASS) CY     607.500 933.51605 2
420 6032 CL C CONC (CAP) (HPC) (MASS) CY     6,671.600 700.00000 1
420 6033 CL C CONC (CAP) (EXTEND) CY 11.200 1,855.57232 109.600 2,826.29936 7
420 6034 CL C CONC (CAP) (HPC) (EXTEND) CY     81.500 2,297.96319 3
420 6037 CL C CONC (COLUMN) CY 426.400 1,169.79184 2,557.330 886.90088 15
420 6038 CL C CONC (COLUMN) (HPC) CY 20.800 1,284.61971 2,884.800 755.08840 7
420 6039 CL C CONC (COLUMN) (MASS) CY     509.100 923.65743 3
420 6040 CL C CONC (COLUMN) (HPC) (MASS) CY     8,537.500 700.00000 1
420 6043 CL C CONC (FOOTING) CY 93.000 617.51000 1,138.150 967.96680 8
420 6044 CL C CONC (FOOTING) (HPC) CY     814.300 508.75599 2
420 6045 CL C CONC (FOOTING) (MASS) CY 188.400 600.00000 792.500 531.99962 3
420 6046 CL C CONC (FOOTING) (HPC) (MASS) CY     1,468.100 200.00000 1
420 6049 CL C CONC (CRASHWALL) CY     717.900 850.50763 3
420 6050 CL C CONC (CRASHWALL) (HPC) CY     262.500 568.83429 2
420 6051 CL C CONC (CULV) CY     431.200 1,473.70710 6
420 6054 CL C CONC (HEADWALL) CY     45.100 1,789.00399 5
420 6057 CL C CONC (WINGWALLS) CY     423.900 663.38358 5
420 6058 CL C CONC (WINGWALLS) (HPC) CY 2.700 3,000.00000 2.700 3,000.00000 1
420 6060 CL C CONC (INLET) CY     12.900 965.14729 2
420 6062 CL C CONC (RETAINING WALL) CY 31.000 1,052.06000 31.000 1,052.06000 1
420 6064 CL C CONC (COPING) CY 5.100 4,000.00000 746.820 1,234.38012 4
420 6066 CL C CONC (RAIL FOUNDATION) CY 2,795.500 305.97537 7,290.000 369.11419 41
420 6068 CL C CONC (SIGN COLUMN) CY     1,797.630 917.10275 3
420 6070 CL C CONC (PILE ENCASEMENT) CY     104.700 2,100.00000 1
420 6071 CL C CONC (COLLAR) EA 1.000 960.00000 78.000 1,188.52564 12
420 6072 CL C CONC (CURB OUTLET) (TY I) EA     5.000 3,600.00000 2
420 6073 CL C CONC (CURB OUTLET) (TY II) EA     7.000 1,500.00000 1
420 6074 CL C CONC (MISC) CY 28.200 900.00000 2,064.200 689.41702 17
420 6075 CL E CONC (SEAL) CY 171.000 350.00000 171.000 350.00000 1
420 6076 CL E CONC (SEAL SLAB) CY 37.900 436.80739 205.000 468.79234 12
420 6078 CL F CONC (BENT) CY 389.000 1,600.00000 458.800 1,702.83348 3
420 6084 CL F CONC (CAP) (MASS) CY     50.400 1,000.00000 1
420 6092 CL F CONC (COLUMN) (MASS) CY     194.800 1,000.00000 1
420 6122 CL HES CONC (APPROACH SLAB) CY 143.000 700.00000 2,360.000 441.66314 2
420 6130 CL K CONC (PEDESTAL) EA     876.000 594.52064 2
420 6132 CL A CONC (STEPS) CY     2.400 2,854.16667 2
420 6134 CL C CONC (SIGN FOOTING) CY     58.800 600.00000 1
420 6135 CL C CONC (RAIL FOUNDATION) (HPC) CY     94.800 416.13924 2
420 6136 CL C CONC (RAC - R) CY 32.000 1,050.00000 928.040 1,122.28486 15
420 6137 CL C CONC (RAC - R) (HPC) CY     38.800 1,500.00000 1
420 6138 CL C CONC (VEH DEFL WALL) CY     64.700 900.00000 1
420 6141 CL C CONC (CURB) CY     5.100 1,741.17647 2
420 6142 CL F CONC (ABUT) CY     70.300 900.00000 1
420 6144 CLASS S CONC UTILITY PROTECTION PADDIN CY     79.000 554.62025 2
420 6145 CL A CONC (SPANDREL) CY     39.000 1,000.00000 1
420 6146 CL F CONC (MISC) CY     467.700 1,184.90485 2
420 6147 CL F CONC (CULV) CY     131.000 750.00000 1
420 6148 CL S CONC (HPC) (PILE CAP ENCASEMENT) CY     1,279.000 5,800.00000 1
420 6149 CL H CONC (BENT) (HPC) (MASS) CY     277.700 900.00000 1
420 6150 CL C CONC (PILASTER) CY     56.000 1,400.00000 1
422 2001 REINF CONC SLAB SF 325,712.000 11.75000 410,851.000 12.21626 2
422 2003 REINF CONC SLAB (HPC) (CL S) SF     660,125.000 16.53415 2
422 6001 REINF CONC SLAB SF 206,467.000 17.94969 1,735,492.105 17.19251 62