AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Wednesday, September 2, 2015
ITEMS 420 6030 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 - 1160
2000 - 2349
3000 - 3289
4001 - 4686
5000 - 5991
6000 - 6986
7001 - 7661
8020 - 8999
9012 - 9054
400 2001 - 416 6008
416 6010 - 420 6029
420 6030 - 425 2004
425 2006 - 430 2053
430 2054 - 432 6010
432 6011 - 442 2006
442 2041 - 450 6036
450 6037 - 460 6004
460 6005 - 462 6051
462 6052 - 464 6012
464 6014 - 465 2491
465 2498 - 465 6032
465 6033 - 465 6272
465 6273 - 466 2347
466 2348 - 466 6210
466 6211 - 467 2255
467 2257 - 467 6110
467 6111 - 467 6375
467 6376 - 471 6003
471 6005 - 496 2009
496 2010 - 499 6001
Item No Description Units August 31, 2015 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 6030 CL C CONC (CAP) (HPC) CY 35.500 854.00000 502.000 1,174.75896 4
420 6031 CL C CONC (CAP) (MASS) CY     5,360.900 716.89959 2
420 6033 CL C CONC (CAP) (EXTEND) CY 19.500 1,000.00000 222.800 1,001.76284 5
420 6034 CL C CONC (CAP) (HPC) (EXTEND) CY     77.300 2,259.81889 2
420 6037 CL C CONC (COLUMN) CY 586.100 1,166.26002 4,562.530 827.43683 16
420 6038 CL C CONC (COLUMN) (HPC) CY 34.600 812.00000 531.300 1,147.34463 6
420 6039 CL C CONC (COLUMN) (MASS) CY     6,107.200 616.54801 2
420 6043 CL C CONC (FOOTING) CY 75.600 1,000.00000 1,107.000 643.54110 7
420 6044 CL C CONC (FOOTING) (HPC) CY     814.300 508.75599 2
420 6045 CL C CONC (FOOTING) (MASS) CY     4,935.000 410.24569 2
420 6049 CL C CONC (CRASHWALL) CY 399.500 1,000.00000 399.500 1,000.00000 1
420 6050 CL C CONC (CRASHWALL) (HPC) CY     61.800 630.00000 1
420 6051 CL C CONC (CULV) CY 60.000 1,475.00000 560.850 1,173.87911 10
420 6054 CL C CONC (HEADWALL) CY 4.200 2,750.00000 13.570 2,524.31835 3
420 6057 CL C CONC (WINGWALLS) CY 5.100 1,600.00000 86.100 753.31010 2
420 6060 CL C CONC (INLET) CY     7.200 900.00000 1
420 6064 CL C CONC (COPING) CY 221.000 2,200.00000 249.700 2,177.01241 2
420 6066 CL C CONC (RAIL FOUNDATION) CY 1,271.200 539.83480 4,713.700 375.09027 22
420 6068 CL C CONC (SIGN COLUMN) CY     2,588.940 734.76268 6
420 6070 CL C CONC (PILE ENCASEMENT) CY 104.700 2,100.00000 104.700 2,100.00000 1
420 6071 CL C CONC (COLLAR) EA 5.000 815.00000 105.000 596.61905 11
420 6072 CL C CONC (CURB OUTLET) (TY I) EA 3.000 5,000.00000 3.000 5,000.00000 1
420 6074 CL C CONC (MISC) CY 104.100 635.65802 437.300 732.20215 15
420 6075 CL E CONC (SEAL) CY     36.500 421.91781 2
420 6076 CL E CONC (SEAL SLAB) CY 62.100 420.28986 126.100 334.85329 5
420 6078 CL F CONC (BENT) CY 34.200 3,500.00000 34.200 3,500.00000 1
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 6092 CL F CONC (COLUMN) (MASS) CY 194.800 1,000.00000 194.800 1,000.00000 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 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 298.500 839.49749 548.800 1,111.48267 12
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 1
420 6143 CL S CONC (JUNCTION BOX) CY     4.900 1,027.46939 1
420 6144 CLASS S CONC UTILITY PROTECTION PADDIN CY 22.000 450.00000 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 359.600 1,000.00000 359.600 1,000.00000 1
422 2001 REINF CONC SLAB SF     836,036.160 14.26924 32
422 2002 REINF CONC SLAB (EXT SLAB) SF     6,150.000 20.43350 2
422 2003 REINF CONC SLAB (HPC) (CL S) SF     2,104,606.000 15.28368 20
422 2008 REINF CONC SLAB (EXT SLAB) (HPC) (CL S) SF     9,653.000 17.11000 1
422 6001 REINF CONC SLAB SF 256,076.600 19.80858 1,738,207.130 16.23351 45
422 6002 REINF CONC SLAB (HPC) SF 289,272.000 13.69372 657,988.000 18.06610 27
422 6003 REINF CONC SLAB (EXTEND SLAB) SF     201,555.000 18.82357 6
422 6004 REINF CONC SLAB (EXTEND SLAB) (HPC) SF     134,914.400 20.85539 3
422 6005 REINF CONC SLAB (BOX BEAM) SF 14,468.600 21.19652 19,963.600 19.86448 5
422 6006 REINF CONC SLAB (BOX BEAM) (HPC) SF     2,747.500 16.00000 1
422 6007 REINF CONC SLAB (SLAB BEAM) SF 65,922.000 20.42780 128,793.000 16.92349 20
422 6008 REINF CONC SLAB (SLAB BEAM) (HPC) SF 10,140.000 9.72000 10,140.000 9.72000 1
422 6009 BRIDGE CURB SF 194.000 19.00000 194.000 19.00000 1
422 6011 BRIDGE MEDIAN SF     10,928.000 4.00000 1
422 6013 BRIDGE SIDEWALK SF 5,686.000 4.50000 28,254.800 8.37576 8
422 6014 BRIDGE SIDEWALK (HPC) SF 7,784.000 7.78957 29,700.400 7.82878 6
422 6015 APPROACH SLAB CY 1,568.000 460.49841 5,728.200 455.67953 48
422 6016 APPROACH SLAB (HPC) CY 2,305.600 456.43308 5,497.500 479.80490 22
422 6023 SHEAR KEY CY 108.000 372.37500 259.100 558.70899 7
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 61.000 1,800.00000 195.600 1,593.55828 2
422 6031 CONCRETE PAN GIRDER (EXTEND) (HPC) CY     748.000 1,116.62032 2
422 6034 APPROACH SLAB (EXTEND) (HPC) CY     973.400 514.03960 3
422 6035 APPROACH SLAB (EXTEND) CY     29.800 860.00000 1
422 6036 APPROACH SLAB (MOD) CY 43.200 1,363.32986 43.200 1,363.32986 1
423 2001 RETAINING WALL (MSE) SF     620,076.960 43.49380 12
423 2005 RETAINING WALL (TEMP WALL) SF     26,988.000 13.58808 2
423 2006 RETAINING WALL (CONC BLOCK) SF     1,313.000 54.61158 3
423 2007 RETAINING WALL (SPREAD FOOTING) SF     7,543.000 49.66522 3
423 2008 RETAINING WALL (STONE) SF     2,940.000 136.23000 1
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 619.000 91.00000 20,013.000 48.25970 4
423 2012 RETAINING WALL (CAST - IN - PLACE) SF 15,852.000 52.50000 38,187.000 48.76064 9
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 2040 RETAINING WALL (GABION) SF     3,721.000 37.50000 1
423 6001 RETAINING WALL (MSE) SF 17,768.000 43.05921 545,522.000 36.44985 17
423 6002 RETAINING WALL (MSE) (ASHLAR STONE FIN SF 54,732.000 32.03756 54,732.000 32.03756 2
423 6003 RETAINING WALL (TEMP WALL) SF 929.000 37.00000 74,822.000 16.97649 5
423 6004 RETAINING WALL (CONC BLOCK) SF     36,220.000 22.10701 5
423 6005 RETAINING WALL (SPREAD FOOTING) SF 24,158.000 44.00000 29,766.000 46.26083 2
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 2
423 6008 RETAINING WALL (CAST - IN - PLACE) SF 1,442.000 30.00000 43,350.000 51.45516 11
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 364.000 74.18681 2,800.000 55.42286 4
423 6017 RET WALL (SOIL NAILED) (FASCIA) (HOR SCH SF     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 23,637.800 42.77936 25,510.800 42.20820 3
423 6022 RETAINING WALL (SOIL NAIL) (FACIA) SF 11,192.000 37.48749 26,855.000 53.53398 3
423 6023 RETAINING WALL (ROCK NAILED) (FACIA) SF 3,662.400 90.00000 3,662.400 90.00000 1
423 6024 RET WALL (SOIL NAIL) (ASHLAR FIN) SF 20,664.000 40.00000 20,664.000 40.00000 1
423 6025 RETAINING WALL (EXISTING MSE) FASCIA SF 25,466.000 20.00000 25,466.000 20.00000 1
425 2003 PRESTR CONC BEAM (TY C) LF     5,692.420 135.26000 2
425 2004 PRESTR CONC BEAM (TY IV) LF     19,951.090 138.90587 2