AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Friday, June 26, 2015
ITEMS 420 2311 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
2021 - 2336
3000 - 3289
4001 - 4686
5001 - 5991
6000 - 6986
7001 - 7661
8020 - 8999
9012 - 9059
400 2001 - 416 6003
416 6004 - 420 2292
420 2311 - 425 2004
425 2006 - 430 2037
430 2038 - 432 2059
432 2066 - 438 6002
438 6003 - 450 2611
450 2612 - 459 6008
459 6009 - 462 6013
462 6014 - 464 2065
464 2066 - 465 2112
465 2115 - 465 4017
465 4018 - 465 6167
465 6168 - 466 2146
466 2147 - 466 6164
466 6165 - 467 2158
467 2159 - 467 2382
467 2386 - 467 6228
467 6231 - 467 6538
467 6542 - 491 6001
495 2001 - 499 2001
Item No Description Units June 30, 2015 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 2311 CL S CONC (APPR SLAB) (SPECIAL) (HPC) CY     667.300 663.20000 1
420 6001 CL A CONC (SEAL) CY     200.000 225.00000 1
420 6002 CL A CONC (MISC) CY 12.700 450.00000 138.700 789.94218 6
420 6003 CL A CONC (MISC) SY 320.000 100.00000 3,678.000 74.43611 2
420 6004 CL A CONC (MEDIAN) CY     23.000 600.00000 1
420 6005 CL A CONC (CURB OUTLET) (TY I) EA     4.000 2,400.00000 2
420 6006 CL A CONC (CURB OUTLET) (TY II) EA     14.000 1,257.14286 2
420 6007 CL A CONC (FLUME) CY     15.000 380.00000 1
420 6009 CL A CONC (COLLAR) EA 146.000 820.56849 262.000 996.57634 11
420 6010 CL A CONC (PLUG) EA 2.000 750.00000 3.000 766.66667 2
420 6011 CL B CONC (FLUME) CY 49.500 975.00000 109.500 646.23288 2
420 6012 CL B CONC (MISC) CY 61.000 226.72131 61.000 226.72131 2
420 6013 CL C CONC (ABUT) CY 1,389.200 1,064.96731 3,192.400 926.82392 39
420 6014 CL C CONC (ABUT) (HPC) CY 581.000 1,145.91866 1,579.700 919.50555 14
420 6019 CL C CONC (ABUT) (EXTEND) CY 678.200 1,280.44825 936.600 1,301.54967 8
420 6020 CL C CONC (ABUT) (HPC) (EXTEND) CY     79.400 1,000.00000 1
420 6025 CL C CONC (BENT) CY 1,687.500 1,176.34214 3,859.800 1,047.01471 29
420 6026 CL C CONC (BENT) (HPC) CY 291.000 1,312.03265 1,340.200 898.93399 9
420 6029 CL C CONC (CAP) CY 1,377.300 628.80999 1,454.300 634.54459 4
420 6030 CL C CONC (CAP) (HPC) CY 68.400 980.00000 215.000 1,198.19535 2
420 6031 CL C CONC (CAP) (MASS) CY 4,967.000 700.00000 4,967.000 700.00000 1
420 6033 CL C CONC (CAP) (EXTEND) CY 175.700 753.27262 203.300 1,001.93192 4
420 6037 CL C CONC (COLUMN) CY 1,295.000 605.37452 2,591.700 848.53624 10
420 6038 CL C CONC (COLUMN) (HPC) CY 23.300 780.00000 279.300 1,164.96241 2
420 6039 CL C CONC (COLUMN) (MASS) CY 5,887.500 600.00000 5,887.500 600.00000 1
420 6043 CL C CONC (FOOTING) CY 781.200 598.64311 1,031.400 617.41322 6
420 6045 CL C CONC (FOOTING) (MASS) CY 4,530.500 400.00000 4,530.500 400.00000 1
420 6051 CL C CONC (CULV) CY 33.300 1,410.21021 444.850 1,161.44790 8
420 6054 CL C CONC (HEADWALL) CY .590 5,000.00000 9.370 2,423.15902 2
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 2,142.000 231.15780 2,961.300 292.19768 14
420 6068 CL C CONC (SIGN COLUMN) CY 1,502.070 716.11576 2,588.940 734.76268 6
420 6071 CL C CONC (COLLAR) EA 58.000 418.10345 74.000 497.97297 7
420 6074 CL C CONC (MISC) CY 60.800 361.84211 295.200 697.01897 12
420 6075 CL E CONC (SEAL) CY 36.500 421.91781 36.500 421.91781 2
420 6076 CL E CONC (SEAL SLAB) CY 5.000 275.00000 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 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 41.700 600.00000 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 16.700 2,029.94012 96.100 1,611.75858 6
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 6143 CL S CONC (JUNCTION BOX) CY     4.900 1,027.46939 1
422 2001 REINF CONC SLAB SF     2,508,527.560 13.13250 52
422 2002 REINF CONC SLAB (EXT SLAB) SF     19,657.800 19.44847 3
422 2003 REINF CONC SLAB (HPC) (CL S) SF     2,513,566.000 15.53721 31
422 2008 REINF CONC SLAB (EXT SLAB) (HPC) (CL S) SF     26,715.000 17.03975 2
422 6001 REINF CONC SLAB SF 607,663.250 13.28063 1,032,860.530 14.67888 29
422 6002 REINF CONC SLAB (HPC) SF 59,694.000 22.86503 215,089.000 21.52145 14
422 6003 REINF CONC SLAB (EXTEND SLAB) SF 139,093.000 19.01352 199,555.000 17.72436 5
422 6004 REINF CONC SLAB (EXTEND SLAB) (HPC) SF     18,560.400 22.00000 1
422 6005 REINF CONC SLAB (BOX BEAM) SF 1,962.500 17.00000 1,962.500 17.00000 1
422 6006 REINF CONC SLAB (BOX BEAM) (HPC) SF     2,747.500 16.00000 1
422 6007 REINF CONC SLAB (SLAB BEAM) SF 33,009.000 11.40250 54,371.000 12.85861 10
422 6011 BRIDGE MEDIAN SF     10,928.000 4.00000 1
422 6013 BRIDGE SIDEWALK SF 11,494.000 10.86602 20,873.000 9.20143 4
422 6014 BRIDGE SIDEWALK (HPC) SF     14,936.400 6.83456 2
422 6015 APPROACH SLAB CY 1,155.000 501.57022 3,301.900 493.58309 28
422 6016 APPROACH SLAB (HPC) CY 726.600 522.06689 2,335.400 489.10350 12
422 6023 SHEAR KEY CY 20.000 225.00000 123.100 769.65881 3
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 134.600 1,500.00000 1
422 6034 APPROACH SLAB (EXTEND) (HPC) CY     32.600 1,880.25000 1
422 6035 APPROACH SLAB (EXTEND) CY     29.800 860.00000 1
423 2001 RETAINING WALL (MSE) SF     863,191.960 42.15490 26
423 2003 RETAINING WALL (MSE) (ASHLAR STONE FIN) SF     58,810.000 44.70000 1
423 2005 RETAINING WALL (TEMP WALL) SF     184,229.000 5.72293 5
423 2006 RETAINING WALL (CONC BLOCK) SF     23,326.000 28.59779 6
423 2007 RETAINING WALL (SPREAD FOOTING) SF     22,050.000 59.00598 6
423 2008 RETAINING WALL (STONE) SF 2,940.000 136.23000 3,142.000 130.36480 2
423 2009 RETAINING WALL (SOIL NAILED) (FACIA) SF 6,170.000 40.00000 60,385.000 34.78023 6
423 2010 RETAINING WALL (ROCK NAILED) (FACIA) SF     9,129.000 55.00000 1
423 2011 RETAINING WALL (DRILL SHAFT) (FACIA) SF     45,382.000 49.53229 4
423 2012 RETAINING WALL (CAST - IN - PLACE) SF     59,014.400 51.00951 17
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 6,170.000 .01000 1
423 2024 RETAINING WALL (MSE) (HORIZONTAL SCHEME SF     195,530.000 25.27533 2
423 2025 RETAINING WALL (SPECIAL) SF     3,817.000 95.78596 2
423 2040 RETAINING WALL (GABION) SF     3,721.000 37.50000 1
423 2049 RET WALL (MSE) (VERTICAL SCHEME) (SPL) SF     123,696.000 30.00000 1
423 2053 RETAINING WALL (EXISTING MSE) (FACIA) SF     2,053.000 26.30000 1
423 6001 RETAINING WALL (MSE) SF 163,745.000 27.04617 204,942.000 30.49456 6
423 6003 RETAINING WALL (TEMP WALL) SF     6,394.000 16.41602 2
423 6004 RETAINING WALL (CONC BLOCK) SF 34,788.000 21.33925 34,885.000 21.44119 3
423 6005 RETAINING WALL (SPREAD FOOTING) SF     5,608.000 56.00000 1
423 6006 RETAINING WALL (STONE) SF 288.000 50.00000 1,143.000 36.82415 3
423 6008 RETAINING WALL (CAST - IN - PLACE) SF 8,769.000 54.96282 14,331.000 57.76352 7
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     319.000 70.00000 1
423 6017 RET WALL (SOIL NAILED) (FASCIA) (HOR SCH SF     27,688.000 34.00000 1
423 6019 RET WALL (MSE) (VERTICAL SCHEME) (SPL) SF     83,710.000 30.00000 2
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     22,886.500 129.54616 3