AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Thursday, July 14, 2016
ITEMS 105 6041 TO 154 6002
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 - 3271
4000 - 4183
5000 - 5969
6000 - 6920
7001 - 7669
8020 - 8999
9012 - 9054
100 2001 - 105 6039
105 6041 - 154 6002
156 6001 - 164 6055
164 6056 - 193 6036
Item No Description Units June 30, 2016 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
105 6041 REMOVING STAB BASE AND ASPH PAV (8") SY     33,724.000 6.45864 10
105 6043 REMOVING STAB BASE & ASPH PAV (0 - 6") SY     27,695.000 5.62176 6
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     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 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     1,519.000 7.00000 1
105 6063 REMOVE STAB BASE AND ASPH PAV (1" - 3") SY 16,358.000 3.00000 22,650.000 2.93055 2
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     108,708.000 3.65914 4
105 6070 REMOVING STAB BASE & ASPH PAV (6" - 8" SY 14,243.000 7.73883 90,462.500 4.59009 9
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 67,603.000 2.25000 108,156.000 2.80728 6
105 6075 REMOV STAB BASE AND ASPH PAV (10" - 18") SY     221,623.000 6.82661 2
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     329,683.000 2.50000 1
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 9,057.000 10.00000 9,814.000 10.30854 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     6,096.000 10.00000 1
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     298.550 954.03075 8
106 6002 OBLITERATING ABANDONED ROAD SY     104,495.000 4.41572 12
110 2001 EXCAVATION (ROADWAY) CY 25,266.000 7.50000 392,879.000 8.46711 8
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 794,310.000 7.21589 9,832,941.820 8.01001 300
110 6002 EXCAVATION (CHANNEL) CY 18,427.000 9.34342 462,566.000 7.62728 70
110 6003 EXCAVATION (SPECIAL) CY 151.000 40.00000 69,560.000 10.67693 16
110 6004 EXCAVATION (ROADWAY AND CHANNEL) CY     6,084.420 16.92898 4
112 2002 SUBGRADE WIDENING (DENS CONT) STA     467.200 450.00000 1
112 6001 SUBGRADE WIDENING (ORD COMP) STA 239.190 508.36155 12,085.290 402.22702 55
112 6002 SUBGRADE WIDENING (DENS CONT) STA 503.670 250.00000 6,359.860 514.14151 21
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 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 2006 EMBANKMENT (FINAL) (DENS CONT) (TY C) CY 4,314.000 23.00000 201,158.000 12.62508 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 2036 EMBANK (FINAL) (DC) (TY E) (CSBE) CY 1,262.000 34.00000 1,262.000 34.00000 1
132 2037 EMB (FNL) (DC) (TYE) (CSBE) (RWALL FND IMPR CY 257.000 38.00000 257.000 38.00000 1
132 6001 EMBANKMENT (FINAL) (ORD COMP) (TY A) CY 41,111.000 8.09548 101,189.100 11.63093 26
132 6002 EMBANKMENT (FINAL) (DENS CONT) (TY A) CY     194,217.000 12.85716 14
132 6003 EMBANKMENT (FINAL) (ORD COMP) (TY B) CY 925,448.000 12.67061 1,809,058.300 12.15534 92
132 6004 EMBANKMENT (FINAL) (DENS CONT) (TY B) CY 134,265.000 6.98241 1,038,932.000 8.69681 43
132 6005 EMBANKMENT (FINAL) (ORD COMP) (TY C) CY 892.000 26.22197 330,734.500 14.34901 39
132 6006 EMBANKMENT (FINAL) (DENS CONT) (TY C) CY 169,248.000 7.13103 4,575,542.740 8.06467 91
132 6007 EMBANKMENT (FINAL) (ORD COMP) (TY D) CY 255.000 20.00000 255.000 20.00000 1
132 6008 EMBANKMENT (FINAL) (DENS CONT) (TY D) CY 2,135.000 14.41000 251,984.100 7.84557 7
132 6011 EMBANKMENT (ORIGINAL) (ORD COMP) (TY B) CY     10,626.000 14.48150 3
132 6013 EMBANKMENT (ORIGINAL) (ORD COMP) (TY C) CY     5,000.000 9.09000 1
132 6017 EMBANKMENT (VEHICLE) (ORD COMP) (TY A) CY     1,083.000 18.72392 2
132 6019 EMBANKMENT (VEHICLE) (ORD COMP) (TY B) CY 223.000 25.00000 59,081.700 19.31383 35
132 6020 EMBANKMENT (VEHICLE) (DENS CONT) (TY B) CY     5,000.000 3.35000 1
132 6021 EMBANKMENT (VEHICLE) (ORD COMP) (TY C) CY 9,909.000 10.00000 25,649.000 16.60906 16
132 6022 EMBANKMENT (VEHICLE) (DENS CONT) (TY C) CY     58.000 32.00000 1
132 6025 EMBANKMENT (FINAL) (DENS CONT) (TY C1) CY     2,862,845.950 7.56890 18
132 6026 EMBANKMENT (FINAL) (DENS CONT) (TY C2) CY     448,142.410 14.73357 12
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     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 2,881.450 195.42340 27,520.480 176.83966 51
134 6002 BACKFILL (TY B) STA 30.200 275.00000 23,520.000 190.91088 69
134 6003 BACKFILL (TY C) STA 213.210 420.84996 1,670.280 396.49680 7
134 6004 BACKFILL (TY A OR B) STA 332.090 151.80674 28,380.280 188.67300 72
134 6008 BACKFILL (TY A OR B) CY     13.000 147.00000 1
134 6011 BACKFILLING PAVEMENT EDGES CY     1,179.000 25.00000 1
150 2002 BLADING HR     20.000 100.00000 1
150 6001 BLADING STA 14.000 100.00000 5,583.080 119.18879 25
150 6002 BLADING HR 340.000 101.63918 3,282.450 140.61966 78
150 6003 BLADING LF 6,521.000 .70000 8,841.000 1.82838 2
152 6001 ROAD GRADER WORK (ORD COMP) STA     3,872.710 224.20992 23
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
154 6002 SCRAPER WORK (DENS CONT) YH 100.000 1.00000 100.000 1.00000 1