Item No | Description | Units | December 31, 2016 | Twelve-Month-Moving | Usage |
Quantity | Avg Bid | Quantity | Avg Bid |
400 6001 | STRUCT EXCAV | CY | | | 1,324.000 | 4.18000 | 1 |
400 6003 | STRUCT EXCAV (PIPE) | CY | | | 840.000 | 16.80000 | 1 |
400 6004 | STRUCT EXCAV (BRIDGE) | CY | | | 2,873.000 | 64.32000 | 1 |
400 6005 | CEM STABIL BKFL | CY | 80.000 | 77.90000 | 4,627.800 | 103.69590 | 7 |
400 6006 | CUT & RESTORING PAV | SY | 2,408.000 | 63.00000 | 3,712.000 | 100.37769 | 4 |
400 6008 | CUT & RESTORE ASPH PAVING | SY | 118.000 | 147.55000 | 567.000 | 93.69841 | 3 |
401 6001 | FLOWABLE BACKFILL | CY | 5,531.000 | 106.00000 | 8,188.400 | 105.69726 | 9 |
402 6001 | TRENCH EXCAVATION PROTECTION | LF | 7,144.000 | 1.00000 | 27,339.000 | 3.24469 | 6 |
403 6001 | TEMPORARY SPL SHORING | SF | 60,345.000 | 1.40129 | 151,167.000 | 6.19382 | 9 |
405 6003 | FOUNDATON LOADTEST(D4945)(DRILLD SHAFT | EA | 5.000 | 30,000.00000 | 5.000 | 30,000.00000 | 1 |
407 6001 | SHEET PILING (PZ - 27) | SF | | | 14,005.000 | 50.00000 | 1 |
410 6001 | SOIL NAIL ANCHORS | LF | | | 36,074.000 | 17.24712 | 3 |
411 6001 | ROCK NAIL ANCHORS | LF | | | 27,600.000 | 16.38663 | 2 |
416 6001 | DRILL SHAFT (18 IN) | LF | | | 2,932.000 | 52.43705 | 4 |
416 6002 | DRILL SHAFT (24 IN) | LF | 1,411.000 | 100.00000 | 1,551.000 | 114.79433 | 2 |
416 6003 | DRILL SHAFT (30 IN) | LF | 249.000 | 125.00000 | 2,639.000 | 98.19516 | 4 |
416 6004 | DRILL SHAFT (36 IN) | LF | 2,628.000 | 150.00000 | 18,251.000 | 112.81240 | 5 |
416 6005 | DRILL SHAFT (42 IN) | LF | 1,152.000 | 175.00000 | 2,576.000 | 174.22486 | 4 |
416 6006 | DRILL SHAFT (48 IN) | LF | | | 2,201.000 | 188.75411 | 2 |
416 6007 | DRILL SHAFT (54 IN) | LF | | | 303.000 | 211.00000 | 1 |
416 6008 | DRILL SHAFT (60 IN) | LF | 1,605.000 | 300.00000 | 4,460.000 | 297.67861 | 3 |
416 6010 | DRILL SHAFT (72 IN) | LF | | | 368.000 | 394.91000 | 1 |
416 6015 | DRILL SHAFT (NON - REINFORCED) (12 IN) | LF | 84.000 | 120.00000 | 259.000 | 116.21622 | 3 |
416 6016 | DRILL SHAFT (SIGN MTS) (12 IN) | LF | | | 56.000 | 99.10000 | 1 |
416 6018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 13.000 | 170.00000 | 252.000 | 162.98611 | 5 |
416 6019 | DRILL SHAFT (SIGN MTS) (30 IN) | LF | | | 58.000 | 177.70000 | 1 |
416 6020 | DRILL SHAFT (SIGN MTS) (36 IN) | LF | 1,980.000 | 450.00000 | 2,025.000 | 446.00000 | 2 |
416 6021 | DRILL SHAFT (SIGN MTS) (42 IN) | LF | | | 60.000 | 330.00000 | 1 |
416 6022 | DRILL SHAFT (SIGN MTS) (48 IN) | LF | | | 60.000 | 388.33333 | 2 |
416 6023 | DRILL SHAFT (SIGN MTS) (54 IN) | LF | | | 56.000 | 420.00000 | 1 |
416 6026 | DRILL SHAFT (HIGH MAST POLE) (60 IN) | LF | 468.000 | 460.00000 | 468.000 | 460.00000 | 1 |
416 6029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 12.000 | 200.00000 | 1,728.000 | 207.83206 | 6 |
416 6030 | DRILL SHAFT (TRF SIG POLE) (24 IN) | LF | | | 40.500 | 163.35358 | 2 |
416 6031 | DRILL SHAFT (TRF SIG POLE) (30 IN) | LF | | | 238.500 | 263.67585 | 5 |
416 6032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 65.000 | 300.00000 | 2,118.600 | 279.15071 | 12 |
416 6033 | DRILL SHAFT (TRF SIG POLE) (42 IN) | LF | | | 17.000 | 450.00000 | 1 |
416 6034 | DRILL SHAFT (TRF SIG POLE) (48 IN) | LF | 22.000 | 340.00000 | 22.000 | 340.00000 | 1 |
416 6047 | DRILL SHAFT (96 IN) | LF | 1,361.000 | 700.00000 | 1,361.000 | 700.00000 | 1 |
416 6051 | DRILL SHAFT (120 IN) | LF | 2,030.000 | 1,100.00000 | 2,030.000 | 1,100.00000 | 1 |
416 6055 | DRILL SHAFT (TRF SIG POLE)(30 IN)(ROCK | LF | | | 25.000 | 250.00000 | 1 |
416 6056 | DRILL SHAFT(TRF SIG POLE)(36IN)(ROCK) | LF | | | 50.000 | 280.00000 | 1 |
420 6002 | CL A CONC (MISC) | CY | | | 238.000 | 700.00000 | 1 |
420 6003 | CL A CONC (MISC) | SY | 566.000 | 112.90000 | 586.000 | 126.11160 | 2 |
420 6011 | CL B CONC (FLUME) | CY | | | 18.000 | 1,211.59000 | 1 |
420 6012 | CL B CONC (MISC) | CY | | | 4.800 | 1,200.00000 | 1 |
420 6013 | CL C CONC (ABUT) | CY | 241.000 | 700.00000 | 1,638.000 | 690.10157 | 5 |
420 6019 | CL C CONC (ABUT)(EXTEND) | CY | | | 22.200 | 1,434.78964 | 1 |
420 6025 | CL C CONC (BENT) | CY | 413.600 | 800.00000 | 1,518.600 | 865.02660 | 4 |
420 6029 | CL C CONC (CAP) | CY | 1,010.800 | 450.00000 | 3,495.100 | 595.03774 | 2 |
420 6031 | CL C CONC (CAP)(MASS) | CY | 3,825.800 | 500.00000 | 4,198.200 | 507.87786 | 2 |
420 6037 | CL C CONC (COLUMN) | CY | 1,464.200 | 450.00000 | 2,995.100 | 712.17962 | 5 |
420 6039 | CL C CONC (COLUMN)(MASS) | CY | 3,366.400 | 500.00000 | 5,871.400 | 518.72116 | 2 |
420 6045 | CL C CONC (FOOTING)(MASS) | CY | 62.000 | 1,600.00000 | 1,902.400 | 435.16146 | 2 |
420 6049 | CL C CONC (CRASHWALL) | CY | 30.000 | 300.00000 | 54.000 | 617.77778 | 2 |
420 6051 | CL C CONC (CULV) | CY | 18.000 | 696.00000 | 18.000 | 696.00000 | 1 |
420 6054 | CL C CONC (HEADWALL) | CY | 28.000 | 804.00000 | 28.000 | 804.00000 | 1 |
420 6057 | CL C CONC (WINGWALLS) | CY | | | 94.000 | 1,007.10957 | 2 |
420 6066 | CL C CONC (RAIL FOUNDATION) | CY | 1,910.000 | 200.00000 | 3,802.600 | 232.72608 | 5 |
420 6068 | CL C CONC (SIGN COLUMN) | CY | 1,002.400 | 400.00000 | 1,002.400 | 400.00000 | 1 |
420 6071 | CL C CONC (COLLAR) | EA | 35.000 | 2,713.00000 | 35.000 | 2,713.00000 | 1 |
420 6074 | CL C CONC (MISC) | CY | 787.000 | 350.00000 | 787.000 | 350.00000 | 1 |
420 6152 | CL C CONC (ABUT) (ENCASE) | CY | | | 100.000 | 1,000.00000 | 1 |
422 6001 | REINF CONC SLAB | SF | 418,153.200 | 10.00000 | 878,155.200 | 12.75625 | 5 |
422 6003 | REINF CONC SLAB (EXTEND SLAB) | SF | | | 4,278.000 | 23.85000 | 1 |
422 6005 | REINF CONC SLAB (BOX BEAM) | SF | | | 8,580.000 | 9.04000 | 1 |
422 6009 | BRIDGE CURB | SF | | | 472.000 | 8.00000 | 1 |
422 6013 | BRIDGE SIDEWALK | SF | | | 20,460.300 | 11.05938 | 4 |
422 6015 | APPROACH SLAB | CY | 433.200 | 200.00000 | 2,357.700 | 365.95769 | 5 |
422 6023 | SHEAR KEY | CY | | | 71.500 | 370.50000 | 1 |
423 6001 | RETAINING WALL (MSE) | SF | 139,547.000 | 30.00000 | 279,228.000 | 37.58928 | 4 |
423 6003 | RETAINING WALL (TEMP WALL) | SF | 27,949.000 | 15.00000 | 103,456.000 | 8.17416 | 3 |
423 6005 | RETAINING WALL (SPREAD FOOTING) | SF | | | 11,298.000 | 56.30377 | 2 |
423 6017 | RET WALL (SOIL NAILED)(FASCIA)(HOR SCH | SF | | | 10,093.000 | 55.81000 | 1 |
423 6022 | RETAINING WALL (SOIL NAIL)(FACIA) | SF | | | 22,144.000 | 41.44395 | 2 |
423 6023 | RETAINING WALL (ROCK NAILED)(FACIA) | SF | | | 13,942.000 | 29.76000 | 1 |
425 6008 | PRESTR CONC BOX BEAM (5B40) | LF | | | 1,187.750 | 177.06000 | 1 |
425 6035 | PRESTR CONC GIRDER (TX28) | LF | | | 2,623.500 | 126.69000 | 1 |
425 6036 | PRESTR CONC GIRDER (TX34) | LF | | | 3,816.640 | 121.39000 | 1 |
425 6038 | PRESTR CONC GIRDER (TX46) | LF | | | 15,316.380 | 119.05000 | 1 |
425 6039 | PRESTR CONC GIRDER (TX54) | LF | 45,959.090 | 95.00000 | 76,722.210 | 116.81726 | 4 |
425 6040 | PRESTR CONC GIRDER (TX62) | LF | | | 2,863.070 | 150.00000 | 1 |
425 6051 | PRESTR CONC BOX BEAM (5B40) (MOD) | LF | | | 475.100 | 177.05999 | 1 |
427 6002 | CONCRETE PAINT FINISH | SF | | | 23,054.000 | .27599 | 2 |
429 6002 | CONC STR REPAIR (EPOXY MORTAR) | SF | | | 420.000 | 25.00000 | 1 |
429 6007 | CONC STR REPAIR (VERTICAL & OVERHEAD) | SF | | | 52.200 | 250.00000 | 1 |
429 6009 | CONC STR REPAIR (STANDARD) | SF | | | 16.200 | 450.00000 | 1 |
432 6001 | RIPRAP (CONC)(4 IN) | CY | 1,946.000 | 450.00000 | 8,319.900 | 380.10276 | 13 |
432 6002 | RIPRAP (CONC)(5 IN) | CY | | | 1,445.000 | 276.01415 | 5 |
432 6003 | RIPRAP (CONC)(6 IN) | CY | | | 186.000 | 380.06027 | 3 |
432 6005 | RIPRAP (CONC) (CL A ) | CY | | | 35.200 | 401.90227 | 2 |
432 6006 | RIPRAP (CONC)(CL B) | CY | | | 2,521.750 | 460.70781 | 6 |
432 6007 | RIPRAP (CONC)(CL C) | CY | | | 4.000 | 440.00000 | 1 |
432 6008 | RIPRAP (CONC)(CL B)(RR8&RR9) | CY | | | 685.000 | 376.10000 | 1 |
432 6009 | RIPRAP (CONC) (CL B) (4") | CY | | | 842.000 | 447.54900 | 4 |
432 6022 | RIPRAP (STONE COMMON)(DRY)(6 IN) | CY | | | 35.000 | 250.00000 | 1 |
432 6033 | RIPRAP (STONE PROTECTION)(18 IN) | CY | | | 1,831.000 | 118.61000 | 1 |
432 6044 | RIPRAP (CONC)(FLUME) | CY | | | 47.300 | 516.22622 | 3 |
432 6045 | RIPRAP (MOW STRIP)(4 IN) | CY | 10.000 | 675.00000 | 6,567.000 | 417.77528 | 13 |
432 6046 | RIPRAP (MOW STRIP)(5 IN) | CY | | | 18.000 | 505.00000 | 1 |
434 6037 | ELASTOMERIC BEARING (F9) | EA | | | 8.000 | 3,554.48000 | 1 |