AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Friday, May 27, 2016
ITEMS 420 2005 TO 422 6010
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0361
0400 - 0499
0500 - 0560
0610 - 0690
0700 - 0788
1002 - 1160
2000 - 2349
3000 - 3271
4000 - 4116
5000 - 5969
6000 - 6920
7001 - 7095
8020 - 8999
9012 - 9054
400 2002 - 420 2004
420 2005 - 422 6010
422 6011 - 430 2158
430 2175 - 434 6114
434 6115 - 450 6064
450 6065 - 462 6005
462 6006 - 464 2005
464 2006 - 465 4099
465 4112 - 465 6170
465 6171 - 465 6290
465 6291 - 466 6163
466 6164 - 467 6117
467 6118 - 467 6345
467 6347 - 467 6582
467 6583 - 496 6007
496 6008 - 499 6001
Item No Description Units May 31, 2016 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 2005 CL C CONC (FOOTING) CY     472.400 645.00000 1
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 2033 CL S CONC (APPR SLAB) CY     79.800 400.00000 1
420 2037 CL C CONC (VALLEY GUTTER) SY 136.000 165.00000 272.000 121.50000 2
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 2051 CL C CONC (COLUMN) CY     12.800 1,300.00000 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 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     2,139.660 434.39560 19
420 6003 CL A CONC (MISC) SY     320.000 100.00000 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     7.000 1,485.71429 2
420 6007 CL A CONC (FLUME) CY     144.300 715.55787 4
420 6008 CL A CONC (DITCH INTERCEPTOR STRUCTURE CY     8.000 320.00000 1
420 6009 CL A CONC (COLLAR) EA     212.000 898.41038 11
420 6010 CL A CONC (PLUG) EA 8.000 875.00000 74.000 880.27027 10
420 6011 CL B CONC (FLUME) CY     754.700 442.24738 8
420 6012 CL B CONC (MISC) CY 59.300 334.00000 189.850 357.83224 6
420 6013 CL C CONC (ABUT) CY 274.800 879.47598 8,459.200 1,036.28836 92
420 6014 CL C CONC (ABUT) (HPC) CY 144.400 939.22438 8,302.800 857.68356 48
420 6019 CL C CONC (ABUT) (EXTEND) CY 11.800 1,500.00000 958.300 1,424.90786 14
420 6020 CL C CONC (ABUT) (HPC) (EXTEND) CY     344.900 1,129.02870 2
420 6025 CL C CONC (BENT) CY 362.300 783.60475 9,232.670 1,164.23511 61
420 6026 CL C CONC (BENT) (HPC) CY 837.100 780.00000 15,763.400 829.26513 33
420 6027 CL C CONC (BENT) (MASS) CY     1,827.600 600.00000 1
420 6029 CL C CONC (CAP) CY     3,210.800 768.26766 11
420 6030 CL C CONC (CAP) (HPC) CY     2,092.100 795.83146 5
420 6031 CL C CONC (CAP) (MASS) CY     5,574.500 725.44820 3
420 6032 CL C CONC (CAP) (HPC) (MASS) CY     6,671.600 700.00000 1
420 6033 CL C CONC (CAP) (EXTEND) CY     274.100 1,537.13973 7
420 6034 CL C CONC (CAP) (HPC) (EXTEND) CY     81.500 2,297.96319 3
420 6037 CL C CONC (COLUMN) CY     3,425.930 745.27471 14
420 6038 CL C CONC (COLUMN) (HPC) CY     2,887.300 751.47471 7
420 6039 CL C CONC (COLUMN) (MASS) CY     6,396.600 625.75962 4
420 6040 CL C CONC (COLUMN) (HPC) (MASS) CY     8,537.500 700.00000 1
420 6043 CL C CONC (FOOTING) CY     1,826.350 827.83857 10
420 6044 CL C CONC (FOOTING) (HPC) CY     814.300 508.75599 2
420 6045 CL C CONC (FOOTING) (MASS) CY     5,134.600 413.03504 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 201.900 1,575.00000 464.500 1,469.15501 8
420 6054 CL C CONC (HEADWALL) CY     45.690 1,830.46794 6
420 6057 CL C CONC (WINGWALLS) CY     423.900 663.38358 5
420 6060 CL C CONC (INLET) CY     12.900 965.14729 2
420 6064 CL C CONC (COPING) CY     741.720 1,215.36396 3
420 6066 CL C CONC (RAIL FOUNDATION) CY 11.000 400.00000 6,636.500 351.18335 39
420 6068 CL C CONC (SIGN COLUMN) CY     3,299.700 825.61063 5
420 6070 CL C CONC (PILE ENCASEMENT) CY     104.700 2,100.00000 1
420 6071 CL C CONC (COLLAR) EA 9.000 1,500.00000 135.000 859.22222 14
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     2,096.800 677.08633 20
420 6075 CL E CONC (SEAL) CY     36.500 421.91781 2
420 6076 CL E CONC (SEAL SLAB) CY     172.100 470.20587 10
420 6078 CL F CONC (BENT) CY     69.800 2,275.93123 2
420 6084 CL F CONC (CAP) (MASS) CY     239.800 1,000.00000 2
420 6092 CL F CONC (COLUMN) (MASS) CY     194.800 1,000.00000 1
420 6100 CL F CONC (FOOTING) (MASS) CY     41.700 600.00000 1
420 6122 CL HES CONC (APPROACH SLAB) CY     2,217.000 425.00000 1
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 130.820 667.76907 912.740 1,141.42608 16
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     85,139.000 14.00000 1
422 2003 REINF CONC SLAB (HPC) (CL S) SF     660,125.000 16.53415 2
422 6001 REINF CONC SLAB SF 39,380.000 16.68664 2,136,688.355 16.00683 63
422 6002 REINF CONC SLAB (HPC) SF 100,420.000 14.36014 2,885,141.000 12.93923 45
422 6003 REINF CONC SLAB (EXTEND SLAB) SF 1,973.000 20.00000 288,518.000 20.03776 10
422 6004 REINF CONC SLAB (EXTEND SLAB) (HPC) SF     116,354.000 20.67280 2
422 6005 REINF CONC SLAB (BOX BEAM) SF 6,411.000 19.63266 43,622.900 19.93456 12
422 6007 REINF CONC SLAB (SLAB BEAM) SF 2,544.000 28.00000 139,198.510 16.95570 22
422 6008 REINF CONC SLAB (SLAB BEAM) (HPC) SF     36,465.000 10.64406 2
422 6009 BRIDGE CURB SF     666.000 11.20420 2
422 6010 BRIDGE CURB (HPC) SF     162.000 60.00000 1