AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE
Last Update: Thursday, August 08, 2024
| ITEMS 105 6054 TO 160 6006 |
| Item No | Description | Units | December 31, 2016 | Twelve-Month-Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 105 6054 | REMOVING STAB BASE & ASPH PAV (18") | SY | 1,807.000 | 11.00000 | 1 | ||
| 105 6057 | REMOVE STAB BS & ASPH PAV (5"-10") | SY | 67,180.000 | 2.83579 | 2 | ||
| 105 6058 | REMOVING STAB BASE & ASPH PAV (10"-12" | SY | 8,929.000 | 7.32422 | 2 | ||
| 105 6061 | REMOV STAB BASE & ASPH PAV (8"-20") | SY | 17,432.000 | 7.00000 | 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 | 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 | 915.000 | 16.86066 | 2 | ||
| 105 6070 | REMOVING STAB BASE & ASPH PAV (6" - 8" | SY | 45,344.600 | 4.10261 | 5 | ||
| 105 6073 | REMOV STAB BASE AND ASPH PAV (22") | SY | 12,717.000 | 15.83038 | 2 | ||
| 105 6074 | REMOVING STAB BASE AND ASPH PAV (4") | SY | 219,423.000 | 2.18631 | 5 | ||
| 105 6076 | REMOV STAB BASE AND ASPH PAV (2"-15") | SY | 648.000 | 15.00000 | 1 | ||
| 105 6077 | REMOVING STAB BASE & ASPH PAV (8") | SY | 21,576.000 | 6.90349 | 2 | ||
| 105 6078 | REMOVE STAB BASE & ASPH PAV (24"-38") | SY | 20,036.000 | 16.02785 | 3 | ||
| 105 6082 | REMOVING STAB BASE & ASPH PV(10 TO 16" | SY | 8,844.000 | 10.50000 | 1 | ||
| 105 6084 | REM STAB BASE & ASPH (6"-12") | SY | 154,343.200 | 5.19634 | 2 | ||
| 105 6091 | REMOVING STAB BASE & ASPH PAV (8"-12") | SY | 9,057.000 | 10.00000 | 1 | ||
| 105 6092 | REMOVING STAB BASE AND ASPH PAV (5"-8" | SY | 303,617.000 | 1.90000 | 1 | ||
| 105 6094 | REMOVING STAB BASE & ASPH PAV(12"-27") | SY | 57,449.000 | 7.88155 | 2 | ||
| 105 6095 | REMOVING STAB BASE & ASPH PAV (12"-14" | SY | 41,333.000 | 6.04000 | 1 | ||
| 105 6096 | REMOV STAB BASE AND ASPH PAV (0"-12") | SY | 303,975.000 | 2.09229 | 3 | ||
| 105 6105 | REMOVING STAB BASE AND ASPH PAV(15") | SY | 28,178.000 | 7.00794 | 4 | ||
| 105 6106 | REMOVING STAB BASE AND ASPH PAV(6"-9") | SY | 1,700.000 | 6.00000 | 1 | ||
| 105 6108 | RMV STAB BASE & ASPH PV (17") | SY | 17,866.000 | 7.00000 | 1 | ||
| 105 6111 | REMOVE STAB BASE & ASPH (8") | CY | 1,749.000 | 2.25000 | 1 | ||
| 105 6115 | REMOVE STAB BS & ASPH PAV (7.5"-15.5") | SY | 32,092.000 | 4.00000 | 1 | ||
| 105 6116 | RMV TRT & UNTRT BASE & ASPH PV(10"-15" | SY | 33,399.000 | 7.00000 | 1 | ||
| 105 6117 | REMOV STAB BASE & ASPH PAV (9.5"-15") | SY | 12,131.000 | 11.00000 | 1 | ||
| 105 6118 | REMOVE TRTD BASE & ASPH (11 ) | CY | 260.000 | 5.00000 | 1 | ||
| 105 6119 | RMV TRT BASE & ASPH PAV (0"-19") | SY | 46,046.000 | 6.10000 | 1 | ||
| 106 6001 | OBLITERATING ABANDONED ROAD | STA | 71.120 | 1,593.85208 | 6 | ||
| 106 6002 | OBLITERATING ABANDONED ROAD | SY | 26,193.000 | 5.54261 | 6 | ||
| 110 2001 | EXCAVATION (ROADWAY) | CY | 362,626.000 | 6.71446 | 7 | ||
| 110 2002 | EXCAVATION (CHANNEL) | CY | 135.500 | 34.40959 | 2 | ||
| 110 6001 | EXCAVATION (ROADWAY) | CY | 156,509.000 | 7.30506 | 5,085,399.560 | 8.02024 | 253 |
| 110 6002 | EXCAVATION (CHANNEL) | CY | 177.000 | 20.20339 | 415,815.400 | 7.76781 | 63 |
| 110 6003 | EXCAVATION (SPECIAL) | CY | 20.000 | 25.00000 | 62,620.320 | 14.66127 | 21 |
| 110 6004 | EXCAVATION (ROADWAY AND CHANNEL) | CY | 637.000 | 11.00000 | 7,398.000 | 10.07394 | 4 |
| 112 2002 | SUBGRADE WIDENING (DENS CONT) | STA | 467.200 | 450.00000 | 1 | ||
| 112 6001 | SUBGRADE WIDENING (ORD COMP) | STA | 797.080 | 415.16514 | 9,073.350 | 445.27755 | 41 |
| 112 6002 | SUBGRADE WIDENING (DENS CONT) | STA | 85.600 | 500.00000 | 4,469.870 | 571.41309 | 19 |
| 112 6003 | SUBGRADE WIDENING (DENS CONT) | SY | 4,904.000 | 6.66288 | 2 | ||
| 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 | 200.000 | 30.00000 | 1 | ||
| 132 2006 | EMBANKMENT (FINAL)(DENS CONT)(TY C) | CY | 174,348.000 | 7.36049 | 3 | ||
| 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 | ||
| 132 2037 | EMB(FNL)(DC)(TYE)(CSBE)(RWALL FND IMPR | CY | 1,025.000 | 39.49854 | 2 | ||
| 132 6001 | EMBANKMENT (FINAL)(ORD COMP)(TY A) | CY | 139,449.500 | 12.00645 | 23 | ||
| 132 6002 | EMBANKMENT (FINAL)(DENS CONT)(TY A) | CY | 132,631.000 | 14.75590 | 3 | ||
| 132 6003 | EMBANKMENT (FINAL)(ORD COMP)(TY B) | CY | 116,862.000 | 2.21592 | 1,542,663.400 | 9.49678 | 69 |
| 132 6004 | EMBANKMENT (FINAL)(DENS CONT)(TY B) | CY | 1,115.000 | 25.00000 | 765,062.000 | 8.32786 | 37 |
| 132 6005 | EMBANKMENT (FINAL)(ORD COMP)(TY C) | CY | 1,000.000 | 21.03000 | 159,225.000 | 11.86695 | 30 |
| 132 6006 | EMBANKMENT (FINAL)(DENS CONT)(TY C) | CY | 116,976.000 | 5.87240 | 3,149,905.100 | 8.42679 | 90 |
| 132 6007 | EMBANKMENT (FINAL)(ORD COMP)(TY D) | CY | 4,793.000 | 14.00334 | 3 | ||
| 132 6008 | EMBANKMENT (FINAL)(DENS CONT)(TY D) | CY | 59,072.300 | 8.33994 | 8 | ||
| 132 6011 | EMBANKMENT (ORIGINAL)(ORD COMP)(TY B) | CY | 12,466.000 | 14.55803 | 4 | ||
| 132 6013 | EMBANKMENT (ORIGINAL)(ORD COMP)(TY C) | CY | 5,686.000 | 11.49209 | 2 | ||
| 132 6017 | EMBANKMENT (VEHICLE)(ORD COMP)(TY A) | CY | 1,155.000 | 20.90798 | 3 | ||
| 132 6019 | EMBANKMENT (VEHICLE)(ORD COMP)(TY B) | CY | 18,975.000 | 11.27000 | 52,229.000 | 18.70779 | 26 |
| 132 6021 | EMBANKMENT (VEHICLE)(ORD COMP)(TY C) | CY | 60,101.000 | 11.06156 | 11 | ||
| 132 6022 | EMBANKMENT (VEHICLE)(DENS CONT)(TY C) | CY | 697.000 | 20.99857 | 2 | ||
| 132 6025 | EMBANKMENT (FINAL) (DENS CONT) (TY C1) | CY | 648,087.750 | 10.93522 | 13 | ||
| 132 6026 | EMBANKMENT (FINAL) (DENS CONT) (TY C2) | CY | 231,308.910 | 11.55351 | 11 | ||
| 132 6033 | EMB(FNL)(DC)(TYC)(CSBE)(RWALL FND IMPR | CY | 493.000 | 70.00000 | 1 | ||
| 132 6035 | EMBANK(FINAL)(DC)(TY E)(CSBE) | CY | 40.000 | 93.00000 | 35,900.000 | 33.26891 | 6 |
| 132 6036 | EMB(FNL)(DC)(TYE)(CSBE)(RWALL FND IMPR | CY | 205.000 | 30.00000 | 1 | ||
| 132 6037 | EMB(FINAL)(DC)(TYE)(CSBE)(EMB FND IMPR | CY | 2,839.000 | 44.03311 | 2 | ||
| 132 6044 | EMB(FNL)(DC)(TYE)(CSBE)(RWALL FND IMPR | CY | 4,211.000 | 30.00000 | 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 | 216.800 | 300.00000 | 25,950.870 | 173.46458 | 44 |
| 134 6002 | BACKFILL (TY B) | STA | 17,879.000 | 185.11070 | 52 | ||
| 134 6003 | BACKFILL (TY C) | STA | 1,138.980 | 460.89595 | 5 | ||
| 134 6004 | BACKFILL (TY A OR B) | STA | 808.710 | 130.88024 | 20,169.260 | 172.02972 | 59 |
| 134 6005 | BACKFILL TY A | CY | 1,319.000 | 30.41850 | 3 | ||
| 134 6008 | BACKFILL (TY A OR B) | CY | 13.000 | 147.00000 | 1 | ||
| 134 6010 | BACKFILL (TY B) | LF | 18,675.000 | 1.11827 | 2 | ||
| 134 6011 | BACKFILLING PAVEMENT EDGES | CY | 1,053.600 | 46.00000 | 1 | ||
| 150 6001 | BLADING | STA | 362.000 | 45.00000 | 3,435.730 | 126.65438 | 22 |
| 150 6002 | BLADING | HR | 150.000 | 72.00000 | 4,177.450 | 120.03999 | 73 |
| 150 6003 | BLADING | LF | 18,026.000 | .57235 | 2 | ||
| 152 6001 | ROAD GRADER WORK (ORD COMP) | STA | 2,626.590 | 181.89773 | 14 | ||
| 152 6003 | ROAD GRADER WORK (DENS CONT) | STA | 40.890 | 200.00000 | 1 | ||
| 154 6002 | SCRAPER WORK (DENS CONT) | YH | 100.000 | 1.00000 | 1 | ||
| 156 6001 | BULLDOZER WORK | HR | 69.000 | 58.69565 | 2 | ||
| 158 6002 | SPEC EXCAV WORK (BACKHOE) | HR | 192.000 | 55.18229 | 5 | ||
| 158 6003 | SPEC EXCAV WORK (HYD EXCAVATOR) | HR | 19.000 | 123.92000 | 479.000 | 95.92376 | 12 |
| 158 6006 | SPEC EXCAV WORK (VEHICLE) | CY | 711.000 | 100.00000 | 2 | ||
| 160 2003 | FURNISHING AND PLACING TOPSOIL (4") | SY | 167,122.000 | .80000 | 1 | ||
| 160 2006 | FURNISHING AND PLACING TOPSOIL (3") | SY | 76,974.000 | 1.74916 | 2 | ||
| 160 6001 | FURNISHING AND PLACING TOPSOIL (4") | STA | 1,617.910 | 254.83896 | 6 | ||
| 160 6002 | FURNISHING AND PLACING TOPSOIL (6") | STA | 242.750 | 550.00000 | 1 | ||
| 160 6003 | FURNISHING AND PLACING TOPSOIL (4") | SY | 101,315.000 | 1.07467 | 2,708,335.000 | 1.32421 | 100 |
| 160 6004 | FURNISHING AND PLACING TOPSOIL (6") | SY | 153,580.000 | 1.03574 | 2 | ||
| 160 6005 | FURNISHING AND PLACING TOPSOIL | CY | 50.000 | 41.25000 | 4,256.000 | 28.74677 | 15 |
| 160 6006 | FURNISHING AND PLACING TOPSOIL (3") | SY | 6,709.300 | 3.69746 | 2 | ||
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