AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Thursday, July 30, 2015
ITEMS 420 6011 TO 425 2004
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0368
0400 - 0499
0500 - 0560
0610 - 0690
0700 - 0788
0800 - 0800
1002 - 1158
2000 - 2349
3000 - 3289
4001 - 4686
5000 - 5991
6000 - 6986
7001 - 7661
8020 - 8999
9012 - 9054
400 2001 - 416 6008
416 6010 - 420 6010
420 6011 - 425 2004
425 2006 - 430 2054
430 2055 - 432 6003
432 6005 - 439 6002
439 6006 - 450 6020
450 6023 - 460 2109
460 6001 - 462 6033
462 6034 - 464 6005
464 6006 - 465 2105
465 2106 - 465 4114
465 4115 - 465 6180
465 6181 - 466 2152
466 2153 - 466 6174
466 6175 - 467 2193
467 2209 - 467 2484
467 2502 - 467 6269
467 6279 - 467 6544
467 6545 - 481 6015
481 6019 - 499 2001
Item No Description Units July 31, 2015 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 6011 CL B CONC (FLUME) CY 141.000 315.00000 250.500 459.79042 3
420 6012 CL B CONC (MISC) CY 2.550 1,155.00000 63.550 263.96932 3
420 6013 CL C CONC (ABUT) CY 1,251.800 983.04748 4,444.200 942.66044 50
420 6014 CL C CONC (ABUT) (HPC) CY 656.600 810.17819 2,236.300 887.40595 19
420 6019 CL C CONC (ABUT) (EXTEND) CY     936.600 1,301.54967 8
420 6020 CL C CONC (ABUT) (HPC) (EXTEND) CY 344.900 1,129.02870 424.300 1,104.88334 3
420 6025 CL C CONC (BENT) CY 317.800 937.80994 4,177.600 1,038.70724 33
420 6026 CL C CONC (BENT) (HPC) CY 1,986.000 909.76284 3,326.200 905.39965 14
420 6029 CL C CONC (CAP) CY 1,225.000 636.46531 2,679.300 635.42276 6
420 6030 CL C CONC (CAP) (HPC) CY 251.500 1,200.00000 466.500 1,199.16827 3
420 6031 CL C CONC (CAP) (MASS) CY 393.900 930.00000 5,360.900 716.89959 2
420 6033 CL C CONC (CAP) (EXTEND) CY     203.300 1,001.93192 4
420 6034 CL C CONC (CAP) (HPC) (EXTEND) CY 77.300 2,259.81889 77.300 2,259.81889 2
420 6037 CL C CONC (COLUMN) CY 1,384.730 644.53648 3,976.430 777.49649 13
420 6038 CL C CONC (COLUMN) (HPC) CY 217.400 1,178.08188 496.700 1,170.70465 5
420 6039 CL C CONC (COLUMN) (MASS) CY 219.700 1,060.00000 6,107.200 616.54801 2
420 6043 CL C CONC (FOOTING) CY     1,031.400 617.41322 6
420 6044 CL C CONC (FOOTING) (HPC) CY 814.300 508.75599 814.300 508.75599 2
420 6045 CL C CONC (FOOTING) (MASS) CY 404.500 525.00000 4,935.000 410.24569 2
420 6050 CL C CONC (CRASHWALL) (HPC) CY 61.800 630.00000 61.800 630.00000 1
420 6051 CL C CONC (CULV) CY 56.000 950.00000 500.850 1,137.80593 9
420 6054 CL C CONC (HEADWALL) CY     9.370 2,423.15902 2
420 6057 CL C CONC (WINGWALLS) CY 81.000 700.00000 81.000 700.00000 1
420 6060 CL C CONC (INLET) CY     7.200 900.00000 1
420 6064 CL C CONC (COPING) CY     28.700 2,000.00000 1
420 6066 CL C CONC (RAIL FOUNDATION) CY 481.200 450.00000 3,442.500 314.25563 16
420 6068 CL C CONC (SIGN COLUMN) CY     2,588.940 734.76268 6
420 6071 CL C CONC (COLLAR) EA 26.000 835.38462 100.000 585.70000 9
420 6074 CL C CONC (MISC) CY 38.000 1,270.00000 333.200 762.36495 13
420 6075 CL E CONC (SEAL) CY     36.500 421.91781 2
420 6076 CL E CONC (SEAL SLAB) CY     64.000 251.95313 2
420 6082 CL F CONC (CAP) CY     1,881.600 621.13878 3
420 6084 CL F CONC (CAP) (MASS) CY     189.400 1,000.00000 1
420 6090 CL F CONC (COLUMN) CY     72.400 900.00000 1
420 6100 CL F CONC (FOOTING) (MASS) CY     41.700 600.00000 1
420 6130 CL K CONC (PEDESTAL) EA 868.000 600.00000 868.000 600.00000 1
420 6132 CL A CONC (STEPS) CY     36.400 923.95604 2
420 6134 CL C CONC (SIGN FOOTING) CY     213.000 618.77934 2
420 6136 CL C CONC (RAC - R) CY 154.200 1,326.21070 250.300 1,435.84375 9
420 6139 CL C CONC (VEH DEFL WALL) (HPC) CY     355.800 500.00000 1
420 6140 CL S CONC (CAP) (EXTEND) CY     28.500 2,900.00000 1
420 6141 CL C CONC (CURB) CY 4.100 1,800.00000 4.100 1,800.00000 1
420 6143 CL S CONC (JUNCTION BOX) CY     4.900 1,027.46939 1
420 6144 CLASS S CONC UTILITY PROTECTION PADDIN CY 57.000 595.00000 57.000 595.00000 1
420 6145 CL A CONC (SPANDREL) CY 39.000 1,000.00000 39.000 1,000.00000 1
422 2001 REINF CONC SLAB SF 85,139.000 14.00000 1,913,005.160 12.40247 40
422 2002 REINF CONC SLAB (EXT SLAB) SF     19,657.800 19.44847 3
422 2003 REINF CONC SLAB (HPC) (CL S) SF     2,413,799.000 15.37902 26
422 2008 REINF CONC SLAB (EXT SLAB) (HPC) (CL S) SF     26,715.000 17.03975 2
422 6001 REINF CONC SLAB SF 449,270.000 17.76984 1,482,130.530 15.61583 37
422 6002 REINF CONC SLAB (HPC) SF 153,627.000 21.46132 368,716.000 21.49640 19
422 6003 REINF CONC SLAB (EXTEND SLAB) SF 2,000.000 128.50000 201,555.000 18.82357 6
422 6004 REINF CONC SLAB (EXTEND SLAB) (HPC) SF 116,354.000 20.67280 134,914.400 20.85539 3
422 6005 REINF CONC SLAB (BOX BEAM) SF 3,532.500 16.00000 5,495.000 16.35714 2
422 6006 REINF CONC SLAB (BOX BEAM) (HPC) SF     2,747.500 16.00000 1
422 6007 REINF CONC SLAB (SLAB BEAM) SF 8,500.000 15.74706 62,871.000 13.24912 13
422 6011 BRIDGE MEDIAN SF     10,928.000 4.00000 1
422 6013 BRIDGE SIDEWALK SF 1,695.800 11.20826 22,568.800 9.35222 7
422 6014 BRIDGE SIDEWALK (HPC) SF 6,980.000 10.00000 21,916.400 7.84270 4
422 6015 APPROACH SLAB CY 858.300 301.06024 4,160.200 453.86328 34
422 6016 APPROACH SLAB (HPC) CY 856.500 517.36486 3,191.900 496.68702 16
422 6023 SHEAR KEY CY 28.000 350.00000 151.100 691.89279 4
422 6026 SLAB SPAN (EXTEND) CY     225.900 906.64011 2
422 6027 SLAB SPAN (EXTEND) (HPC) CY     120.600 2,037.80000 1
422 6030 CONCRETE PAN GIRDER (EXTEND) CY     134.600 1,500.00000 1
422 6031 CONCRETE PAN GIRDER (EXTEND) (HPC) CY 748.000 1,116.62032 748.000 1,116.62032 2
422 6034 APPROACH SLAB (EXTEND) (HPC) CY 940.800 466.69855 973.400 514.03960 3
422 6035 APPROACH SLAB (EXTEND) CY     29.800 860.00000 1
423 2001 RETAINING WALL (MSE) SF     640,092.960 43.75845 16
423 2003 RETAINING WALL (MSE) (ASHLAR STONE FIN) SF     58,810.000 44.70000 1
423 2005 RETAINING WALL (TEMP WALL) SF     87,116.000 11.11156 3
423 2006 RETAINING WALL (CONC BLOCK) SF     21,899.000 28.65551 4
423 2007 RETAINING WALL (SPREAD FOOTING) SF     20,743.000 58.88033 5
423 2008 RETAINING WALL (STONE) SF     3,142.000 130.36480 2
423 2009 RETAINING WALL (SOIL NAILED) (FACIA) SF     31,473.000 37.33424 5
423 2010 RETAINING WALL (ROCK NAILED) (FACIA) SF     9,129.000 55.00000 1
423 2011 RETAINING WALL (DRILL SHAFT) (FACIA) SF     19,394.000 46.89555 3
423 2012 RETAINING WALL (CAST - IN - PLACE) SF     35,103.000 55.91516 11
423 2013 RETAINING WALL (TIEBACK) SF     21,429.000 45.36000 1
423 2017 RET WALL (MSE) (ASHLAR STONE) (SPECIAL) SF     6,170.000 .01000 1
423 2024 RETAINING WALL (MSE) (HORIZONTAL SCHEME SF     191,941.000 25.00000 1
423 2025 RETAINING WALL (SPECIAL) SF     3,617.000 95.00000 1
423 2040 RETAINING WALL (GABION) SF     3,721.000 37.50000 1
423 2053 RETAINING WALL (EXISTING MSE) (FACIA) SF     2,053.000 26.30000 1
423 6001 RETAINING WALL (MSE) SF 322,812.000 39.86687 527,754.000 36.22733 14
423 6003 RETAINING WALL (TEMP WALL) SF 67,499.000 16.75400 73,893.000 16.72475 4
423 6004 RETAINING WALL (CONC BLOCK) SF 1,335.000 39.50562 36,220.000 22.10701 5
423 6005 RETAINING WALL (SPREAD FOOTING) SF     5,608.000 56.00000 1
423 6006 RETAINING WALL (STONE) SF     1,143.000 36.82415 3
423 6007 RETAINING WALL (DRILL SHAFT) (FACIA) SF 1,411.000 69.21332 1,411.000 69.21332 2
423 6008 RETAINING WALL (CAST - IN - PLACE) SF 27,577.000 49.29876 41,908.000 52.19340 10
423 6010 RET WALL (SPREAD FOOTING) (SPL) SF     541.000 70.00000 1
423 6014 RETAINING WALL (MSE) (HORIZONTAL SCHEME SF     42,754.000 25.59429 2
423 6015 RETAINING WALL (SPECIAL) SF 2,117.000 50.00000 2,436.000 52.61905 2
423 6017 RET WALL (SOIL NAILED) (FASCIA) (HOR SCH SF 23,070.000 26.70000 50,758.000 30.68208 2
423 6019 RET WALL (MSE) (VERTICAL SCHEME) (SPL) SF     83,710.000 30.00000 2
423 6020 RET. WALL (SOIL NAILED) (GUNNITE FACIA SF 1,873.000 35.00000 1,873.000 35.00000 1
423 6022 RETAINING WALL (SOIL NAIL) (FACIA) SF     15,663.000 65.00000 1
425 2003 PRESTR CONC BEAM (TY C) LF     5,692.420 135.26000 2
425 2004 PRESTR CONC BEAM (TY IV) LF 11,097.490 150.00000 19,951.090 138.90587 2