AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Friday, April 29, 2016
ITEMS 105 6039 TO 150 6001
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 - 7089
8020 - 8999
9012 - 9054
100 2001 - 105 6038
105 6039 - 150 6001
150 6002 - 164 6048
164 6049 - 193 6036
Item No Description Units April 30, 2016 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
105 6039 REMOVE STAB BASE AND ASPH PAV (6" - 20") SY     524,412.180 4.67864 5
105 6041 REMOVING STAB BASE AND ASPH PAV (8") SY 2,661.000 3.75000 32,033.000 6.26096 8
105 6043 REMOVING STAB BASE & ASPH PAV (0 - 6") SY 4,340.000 5.00000 51,573.000 3.57057 8
105 6044 REMOVING STAB BASE AND ASPH PAV (10") SY     4,294.000 6.72268 3
105 6045 REMOVING STAB BASE AND ASPH PAV (2" - 8" SY     3,553.000 9.22587 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 1,328.000 8.74699 37,663.000 4.64975 3
105 6052 REMOVE STAB BASE & ASPH PAV (4" - 5") SY     40,703.640 2.19955 2
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 6065 REMOVING STAB BASE AND ASPH PAV (1") SY     26,270.000 6.50000 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     110,970.000 3.61317 5
105 6070 REMOVING STAB BASE & ASPH PAV (6" - 8" SY     64,504.500 4.33021 7
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 829.000 11.00000 26,946.000 4.78525 6
105 6075 REMOV STAB BASE AND ASPH PAV (10" - 18") SY     227,431.000 7.06719 4
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     130,167.200 6.04957 3
105 6090 RMV STAB BS & ASPH PAV (11.5" - 22") SY     379,384.000 5.61444 5
105 6091 REMOVING STAB BASE & ASPH PAV (8" - 12") SY     29,447.000 9.12854 2
105 6092 REMOVING STAB BASE AND ASPH PAV (5" - 8" SY     20,275.000 2.17000 1
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 6,096.000 10.00000 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 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 47.100 1,759.87261 305.280 938.79314 9
106 6002 OBLITERATING ABANDONED ROAD SY     107,029.000 4.36630 14
110 2001 EXCAVATION (ROADWAY) CY     523,113.000 8.65359 11
110 2002 EXCAVATION (CHANNEL) CY     135.500 34.40959 2
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 214,350.000 9.47854 10,536,262.680 8.13743 344
110 6002 EXCAVATION (CHANNEL) CY 9,212.000 18.50680 456,401.000 7.79782 72
110 6003 EXCAVATION (SPECIAL) CY     121,624.000 12.56360 22
110 6004 EXCAVATION (ROADWAY AND CHANNEL) CY 4,235.000 10.00000 11,055.420 14.66412 5
112 2001 SUBGRADE WIDENING (ORD COMP) STA     307.200 500.00000 1
112 2002 SUBGRADE WIDENING (DENS CONT) STA     467.200 450.00000 1
112 6001 SUBGRADE WIDENING (ORD COMP) STA 947.130 245.71975 17,284.490 331.67910 66
112 6002 SUBGRADE WIDENING (DENS CONT) STA     8,436.960 527.41421 27
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 4.80000 1
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 2005 EMBANKMENT (FINAL) (ORD COMP) (TY C) CY     570.000 30.00000 1
132 2006 EMBANKMENT (FINAL) (DENS CONT) (TY C) CY     275,120.000 11.54566 6
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 6,213.000 16.00000 124,687.600 14.62276 22
132 6002 EMBANKMENT (FINAL) (DENS CONT) (TY A) CY     264,815.000 11.62892 15
132 6003 EMBANKMENT (FINAL) (ORD COMP) (TY B) CY 35,123.000 13.63015 1,021,573.100 10.69829 103
132 6004 EMBANKMENT (FINAL) (DENS CONT) (TY B) CY 52,862.000 5.71532 1,044,832.900 9.06479 46
132 6005 EMBANKMENT (FINAL) (ORD COMP) (TY C) CY 5,247.000 25.36592 435,936.500 12.71515 46
132 6006 EMBANKMENT (FINAL) (DENS CONT) (TY C) CY 339,936.000 7.53224 4,917,012.970 8.80253 109
132 6007 EMBANKMENT (FINAL) (ORD COMP) (TY D) CY     13,560.000 16.70284 3
132 6008 EMBANKMENT (FINAL) (DENS CONT) (TY D) CY 1,076.000 10.00000 276,331.700 7.91606 11
132 6011 EMBANKMENT (ORIGINAL) (ORD COMP) (TY B) CY     41,566.000 17.25931 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 1,033.000 16.00000 5,440.000 30.95882 3
132 6019 EMBANKMENT (VEHICLE) (ORD COMP) (TY B) CY 3,633.000 20.00000 73,869.700 17.02157 39
132 6020 EMBANKMENT (VEHICLE) (DENS CONT) (TY B) CY     5,000.000 3.35000 1
132 6021 EMBANKMENT (VEHICLE) (ORD COMP) (TY C) CY 3,903.000 19.40102 26,858.000 18.36859 19
132 6022 EMBANKMENT (VEHICLE) (DENS CONT) (TY C) CY 58.000 32.00000 58.000 32.00000 1
132 6025 EMBANKMENT (FINAL) (DENS CONT) (TY C1) CY 37,261.000 7.10534 3,178,413.800 7.50054 22
132 6026 EMBANKMENT (FINAL) (DENS CONT) (TY C2) CY 1,238.000 20.00000 427,732.000 15.16367 15
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     14,845.020 30.87326 5
132 6036 EMB (FNL) (DC) (TYE) (CSBE) (RWALL FND IMPR CY     4,073.000 98.93727 3
132 6042 EMBANKMENT (FINAL) (DC) (TY C) (RWAL FND) CY     57,484.000 40.00000 1
132 6044 EMB (FNL) (DC) (TYE) (CSBE) (RWALL FND IMPR CY     3,556.000 25.00000 1
132 6047 EMBANKMENT (FINAL) (ORD COMP) (TY C1) CY 6,671.000 7.00000 6,671.000 7.00000 1
134 2002 BACKFILL (TY B) STA     502.080 81.05509 2
134 6001 BACKFILL (TY A) STA 948.000 146.33439 26,719.570 181.45484 58
134 6002 BACKFILL (TY B) STA 3,541.770 156.63234 31,916.030 201.65953 81
134 6003 BACKFILL (TY C) STA 373.270 632.09433 7,183.480 324.04461 17
134 6004 BACKFILL (TY A OR B) STA 754.100 152.04018 29,200.640 196.52934 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     45.000 115.60000 3
150 6001 BLADING STA 420.000 75.00000 5,275.900 120.20737 25