AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Friday, May 27, 2016
ITEMS 105 6041 TO 158 6002
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
100 2001 - 105 6039
105 6041 - 158 6002
158 6003 - 164 6071
166 6001 - 193 6036
Item No Description Units May 31, 2016 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
105 6041 REMOVING STAB BASE AND ASPH PAV (8") SY 5,623.000 6.56481 33,724.000 6.45864 10
105 6043 REMOVING STAB BASE & ASPH PAV (0 - 6") SY 11,075.000 5.00000 59,904.000 3.69379 8
105 6044 REMOVING STAB BASE AND ASPH PAV (10") SY     2,470.000 10.02559 2
105 6045 REMOVING STAB BASE AND ASPH PAV (2" - 8" SY 369.000 10.00000 3,908.000 9.26753 3
105 6046 REMOVING STAB BASE & ASPH PAV (0" - 10") SY     75,043.000 1.77898 3
105 6049 REMOVING STAB BASE & ASPH PAV (4" - 22") SY     37,663.000 4.64975 3
105 6052 REMOVE STAB BASE & ASPH PAV (4" - 5") SY     1,425.000 7.70000 1
105 6054 REMOVING STAB BASE & ASPH PAV (18") SY     2,376.000 13.00000 1
105 6057 REMOVE STAB BS & ASPH PAV (5" - 10") SY     61,183.000 2.94123 2
105 6058 REMOVING STAB BASE & ASPH PAV (10" - 12" SY     46,449.000 9.32408 3
105 6059 REMOVING STAB BASE & ASPH PAV (13" - 18") SY     936.000 25.00000 1
105 6061 REMOV STAB BASE & ASPH PAV (8" - 20") SY     28,881.000 .01000 1
105 6062 REMOVING STAB BASE AND ASPH PAV (4" - 16" SY     3,914.000 7.61191 2
105 6063 REMOVE STAB BASE AND ASPH PAV (1" - 3") SY     6,292.000 2.75000 1
105 6064 REMOV STAB BASE AND ASPH PAV (3" - 9") SY     29,312.000 26.00000 1
105 6067 REMOVING STAB BASE AND ASPH PAV (8") STA     163.000 387.00000 1
105 6069 REMOVING STAB BASE & ASPH PAV (4" - 6" SY 550.000 20.75000 108,708.000 3.65914 4
105 6070 REMOVING STAB BASE & ASPH PAV (6" - 8" SY 16,443.000 3.00000 80,947.500 4.06000 8
105 6072 REMOVING STAB BASE & ASPH PAV (26" - 32") SY     160,885.000 4.79967 2
105 6074 REMOVING STAB BASE AND ASPH PAV (4") SY 20,541.000 4.34000 41,475.000 3.80883 6
105 6075 REMOV STAB BASE AND ASPH PAV (10" - 18") SY     227,201.000 7.02728 3
105 6076 REMOV STAB BASE AND ASPH PAV (2" - 15") SY     11,518.000 3.20325 2
105 6077 REMOVING STAB BASE & ASPH PAV (8") SY     18,242.000 7.16000 1
105 6078 REMOVE STAB BASE & ASPH PAV (24" - 38") SY     74,160.000 6.46508 2
105 6079 REMOVING STAB BASE & ASPH PAV (4" - 12") SY     331,053.000 2.49276 2
105 6081 REMOV STAB BASE & ASPH PAV (4" - 14") SY     2,500.090 14.00000 1
105 6084 REM STAB BASE & ASPH (6" - 12") SY     130,150.200 6.04253 2
105 6090 RMV STAB BS & ASPH PAV (11.5" - 22") SY     150,234.000 5.85000 4
105 6091 REMOVING STAB BASE & ASPH PAV (8" - 12") SY     29,447.000 9.12854 2
105 6094 REMOVING STAB BASE & ASPH PAV (12" - 27") SY     13,368.000 10.00000 1
105 6095 REMOVING STAB BASE & ASPH PAV (12" - 14" SY     44,283.000 6.27119 3
105 6096 REMOV STAB BASE AND ASPH PAV (0" - 12") SY     7,248.000 6.94343 2
105 6105 REMOVING STAB BASE AND ASPH PAV (15") SY     21,719.000 15.03527 2
105 6106 REMOVING STAB BASE AND ASPH PAV (6" - 9") SY     1,700.000 6.00000 1
105 6110 REMOVE STAB BASE & ASPH (11.5") CY     1,876.000 8.20000 1
105 6111 REMOVE STAB BASE & ASPH (8") CY     25,162.000 9.61416 2
105 6112 REMOVE STAB BASE & ASPH (22") CY     12,906.000 4.80000 1
105 6116 RMV TRT & UNTRT BASE & ASPH PV (10" - 15" SY     33,399.000 7.00000 1
106 2001 OBLITERATING ABANDONED ROAD STA     7.000 1,500.00000 1
106 2002 OBLITERATING ABANDONED ROAD SY     525.000 12.00000 1
106 6001 OBLITERATING ABANDONED ROAD STA 5.500 1,475.00000 307.910 947.82852 9
106 6002 OBLITERATING ABANDONED ROAD SY     106,977.000 4.35967 13
110 2001 EXCAVATION (ROADWAY) CY 112,837.000 5.00000 480,450.000 7.98552 8
110 2002 EXCAVATION (CHANNEL) CY 100.000 20.00000 235.500 28.29087 3
110 2003 EXCAVATION (SPECIAL) CY     28,470.000 8.27023 3
110 2004 EXCAVATION (ROADWAY AND CHANNEL) CY     109,601.000 1.80000 1
110 6001 EXCAVATION (ROADWAY) CY 399,102.010 9.52436 9,929,618.820 8.13715 322
110 6002 EXCAVATION (CHANNEL) CY 1,988.000 14.46177 451,629.000 7.65317 68
110 6003 EXCAVATION (SPECIAL) CY 500.000 17.50000 70,725.000 10.97111 17
110 6004 EXCAVATION (ROADWAY AND CHANNEL) CY 576.000 20.00000 7,095.420 18.07899 5
112 2002 SUBGRADE WIDENING (DENS CONT) STA     467.200 450.00000 1
112 6001 SUBGRADE WIDENING (ORD COMP) STA 812.540 371.59972 17,803.010 334.49064 67
112 6002 SUBGRADE WIDENING (DENS CONT) STA 137.230 700.00000 7,684.170 549.74711 25
112 6003 SUBGRADE WIDENING (DENS CONT) SY     5,426.000 16.59369 3
132 2001 EMBANKMENT (FINAL) (ORD COMP) (TY A) CY     21.800 40.00000 1
132 2002 EMBANKMENT (FINAL) (DENS CONT) (TY A) CY 23,787.000 13.00000 47,574.000 8.90000 2
132 2003 EMBANKMENT (FINAL) (ORD COMP) (TY B) CY     163,284.000 6.52878 2
132 2004 EMBANKMENT (FINAL) (DENS CONT) (TY B) CY     1,606.000 21.25000 1
132 2006 EMBANKMENT (FINAL) (DENS CONT) (TY C) CY 129,069.000 6.00000 325,913.000 8.63639 4
132 2008 EMBANKMENT (FINAL) (DENS CONT) (TY D) CY     12,035.000 22.00000 1
132 2025 EMBANKMENT (FINAL) (DENS CONT) (TY C1) CY     180,657.000 4.70000 1
132 2026 EMBANKMENT (FINAL) (DENS CONT) (TY C2) CY     18,162.000 31.20000 1
132 6001 EMBANKMENT (FINAL) (ORD COMP) (TY A) CY 130.500 90.70881 60,078.100 14.05022 21
132 6002 EMBANKMENT (FINAL) (DENS CONT) (TY A) CY     194,217.000 12.85716 14
132 6003 EMBANKMENT (FINAL) (ORD COMP) (TY B) CY 1,271.000 41.85681 1,002,671.300 10.69506 97
132 6004 EMBANKMENT (FINAL) (DENS CONT) (TY B) CY 58,789.000 9.00000 1,088,225.900 9.05731 44
132 6005 EMBANKMENT (FINAL) (ORD COMP) (TY C) CY 2,089.000 20.80900 419,615.500 12.59434 45
132 6006 EMBANKMENT (FINAL) (DENS CONT) (TY C) CY 61,866.000 6.90867 4,787,862.740 8.71764 102
132 6008 EMBANKMENT (FINAL) (DENS CONT) (TY D) CY 189.000 25.00000 276,491.700 7.91283 11
132 6011 EMBANKMENT (ORIGINAL) (ORD COMP) (TY B) CY 2,200.000 15.00000 10,626.000 14.48150 3
132 6013 EMBANKMENT (ORIGINAL) (ORD COMP) (TY C) CY     9,000.000 11.71667 2
132 6017 EMBANKMENT (VEHICLE) (ORD COMP) (TY A) CY     1,083.000 18.72392 2
132 6019 EMBANKMENT (VEHICLE) (ORD COMP) (TY B) CY 5,516.000 28.08629 79,164.700 17.77864 40
132 6020 EMBANKMENT (VEHICLE) (DENS CONT) (TY B) CY     5,000.000 3.35000 1
132 6021 EMBANKMENT (VEHICLE) (ORD COMP) (TY C) CY     26,858.000 18.36859 19
132 6022 EMBANKMENT (VEHICLE) (DENS CONT) (TY C) CY     58.000 32.00000 1
132 6025 EMBANKMENT (FINAL) (DENS CONT) (TY C1) CY 48,712.150 2.00000 2,906,051.950 7.58686 20
132 6026 EMBANKMENT (FINAL) (DENS CONT) (TY C2) CY 23,842.410 10.00000 449,660.410 14.84632 14
132 6030 EMBANKMENT (FINAL) (DENS CONT) (TY C3) CY     119,697.000 14.00000 1
132 6033 EMB (FNL) (DC) (TYC) (CSBE) (RWALL FND IMPR CY     2,397.000 30.00000 1
132 6035 EMBANK (FINAL) (DC) (TY E) (CSBE) CY 17.000 80.00000 6,443.000 33.65128 3
132 6036 EMB (FNL) (DC) (TYE) (CSBE) (RWALL FND IMPR CY     1,700.000 59.76500 2
132 6042 EMBANKMENT (FINAL) (DC) (TY C) (RWAL FND) CY     57,484.000 40.00000 1
132 6047 EMBANKMENT (FINAL) (ORD COMP) (TY C1) CY     6,671.000 7.00000 1
134 2002 BACKFILL (TY B) STA     467.200 75.00000 1
134 6001 BACKFILL (TY A) STA 3,144.780 165.10102 25,873.220 177.61734 51
134 6002 BACKFILL (TY B) STA 939.270 175.33420 29,316.810 196.49793 82
134 6003 BACKFILL (TY C) STA     6,022.990 304.35598 14
134 6004 BACKFILL (TY A OR B) STA 2,453.670 120.13914 30,532.370 190.93857 77
134 6008 BACKFILL (TY A OR B) CY     13.000 147.00000 1
134 6011 BACKFILLING PAVEMENT EDGES CY     7,743.450 11.43612 2
150 2002 BLADING HR     20.000 100.00000 1
150 6001 BLADING STA 465.130 129.60566 5,727.330 121.01897 27
150 6002 BLADING HR 55.000 63.94000 3,607.450 161.35627 86
150 6003 BLADING LF     2,320.000 5.00000 1
152 6001 ROAD GRADER WORK (ORD COMP) STA 462.000 179.52814 3,919.740 225.11927 25
152 6002 ROAD GRADER WORK (ORD COMP) SY     900.000 15.00000 1
152 6003 ROAD GRADER WORK (DENS CONT) STA     695.890 727.82767 3
156 6001 BULLDOZER WORK HR     8.000 125.00000 1
158 6002 SPEC EXCAV WORK (BACKHOE) HR     108.000 64.56296 3