Item No | Description | Units | March 31, 2019 | Twelve-Month-Moving | Usage |
Quantity | Avg Bid | Quantity | Avg Bid |
420 6043 | CL C CONC (FOOTING) | CY | 27.000 | 650.00000 | 4,587.200 | 690.69185 | 15 |
420 6044 | CL C CONC (FOOTING)(HPC) | CY | | | 2,705.800 | 1,065.59597 | 3 |
420 6045 | CL C CONC (FOOTING)(MASS) | CY | | | 721.600 | 714.98914 | 5 |
420 6046 | CL C CONC (FOOTING)(HPC)(MASS) | CY | | | 5,366.600 | 558.31141 | 2 |
420 6047 | CL C CONC (FOOTING)(SRC) | CY | | | 104.000 | 950.00000 | 2 |
420 6049 | CL C CONC (CRASHWALL) | CY | | | 1,261.700 | 703.49496 | 5 |
420 6050 | CL C CONC (CRASHWALL)(HPC) | CY | | | 867.900 | 826.26610 | 3 |
420 6051 | CL C CONC (CULV) | CY | | | 459.560 | 1,297.39098 | 7 |
420 6054 | CL C CONC (HEADWALL) | CY | | | 264.800 | 1,034.62825 | 7 |
420 6057 | CL C CONC (WINGWALLS) | CY | | | 123.000 | 1,086.67114 | 8 |
420 6060 | CL C CONC (INLET) | CY | | | 38.000 | 650.00000 | 1 |
420 6062 | CL C CONC (RETAINING WALL) | CY | 1.300 | 1,000.00000 | 1,246.300 | 658.04381 | 3 |
420 6064 | CL C CONC (COPING) | CY | | | 485.500 | 812.09499 | 5 |
420 6066 | CL C CONC (RAIL FOUNDATION) | CY | 174.200 | 696.26866 | 16,591.770 | 446.19044 | 52 |
420 6068 | CL C CONC (SIGN COLUMN) | CY | | | 7,274.610 | 873.54718 | 8 |
420 6069 | CL C CONC (SIGN COLUMN)(SRC) | CY | | | 200.000 | 1,125.00000 | 2 |
420 6070 | CL C CONC (PILE ENCASEMENT) | CY | | | 36.800 | 9,695.16304 | 2 |
420 6071 | CL C CONC (COLLAR) | EA | 27.000 | 819.27852 | 253.000 | 934.15000 | 29 |
420 6074 | CL C CONC (MISC) | CY | 14.300 | 561.53846 | 1,887.630 | 647.15172 | 29 |
420 6075 | CL E CONC (SEAL) | CY | | | 409.120 | 385.65458 | 3 |
420 6076 | CL E CONC (SEAL SLAB) | CY | | | 182.700 | 302.84620 | 4 |
420 6077 | CL E CONC (SEAL SLAB)(NON-REINF) | CY | | | 416.000 | 193.02885 | 2 |
420 6079 | CL F CONC (BENT)(HPC) | CY | | | 723.200 | 500.00000 | 1 |
420 6080 | CL F CONC (BENT)(MASS) | CY | | | 956.000 | 829.00000 | 1 |
420 6082 | CL F CONC (CAP) | CY | | | 18,012.740 | 771.98463 | 5 |
420 6083 | CL F CONC (CAP)(HPC) | CY | | | 992.600 | 811.72470 | 3 |
420 6084 | CL F CONC (CAP)(MASS) | CY | | | 1,572.000 | 859.28753 | 2 |
420 6090 | CL F CONC (COLUMN) | CY | | | 289.000 | 1,132.88000 | 1 |
420 6091 | CL F CONC (COLUMN)(HPC) | CY | | | 4,967.800 | 870.75606 | 3 |
420 6098 | CL F CONC (FOOTING) | CY | | | 1,245.000 | 482.42000 | 1 |
420 6107 | CL H CONC (CAP)(HPC) | CY | | | 812.000 | 820.00000 | 1 |
420 6110 | CL H CONC (PT CAP) | CY | | | 2,543.800 | 1,050.00000 | 1 |
420 6123 | CL K CONC (APPROACH SLAB) | CY | | | 50.600 | 568.37945 | 2 |
420 6125 | CL K CONC (CAP) | CY | | | 86.400 | 3,000.00000 | 1 |
420 6128 | CL K CONC (MISC) | CY | | | 491.000 | 715.41466 | 2 |
420 6129 | CL K CONC (PEDESTAL) | CY | | | 1.400 | 3,240.01429 | 1 |
420 6130 | CL K CONC (PEDESTAL) | EA | | | 64.000 | 2,000.00000 | 1 |
420 6132 | CL A CONC (STEPS) | CY | | | 33.000 | 1,068.18182 | 4 |
420 6133 | CL A CONC (CHANNEL LINING) | CY | | | 505.000 | 403.28713 | 2 |
420 6134 | CL C CONC (SIGN FOOTING) | CY | | | 851.000 | 1,045.70961 | 5 |
420 6135 | CL C CONC (RAIL FOUNDATION)(HPC) | CY | | | 1,545.800 | 641.25173 | 3 |
420 6136 | CL C CONC (RAC-R) | CY | | | 480.330 | 1,005.15670 | 16 |
420 6138 | CL C CONC (VEH DEFL WALL) | CY | | | 2,696.900 | 1,287.24656 | 3 |
420 6139 | CL C CONC (VEH DEFL WALL)(HPC) | CY | 317.400 | 1,556.71078 | 633.800 | 1,697.69366 | 4 |
420 6141 | CL C CONC (CURB) | CY | | | 11.200 | 1,555.09732 | 4 |
420 6143 | CL S CONC (JUNCTION BOX) | CY | | | 283.600 | 1,485.19041 | 2 |
420 6144 | CLASS S CONC UTILITY PROTECTION PADDIN | CY | | | 73.000 | 780.00000 | 1 |
420 6145 | CL A CONC (SPANDREL) | CY | | | 92.000 | 454.76000 | 1 |
420 6151 | CL S CONC(APPR SLAB)(MOD) | CY | | | 831.000 | 1,000.00000 | 1 |
420 6156 | CL C CONC (WEBWALL) | CY | | | 337.100 | 725.00000 | 1 |
420 6159 | CL C CONC(COPING)(HPC) | LF | | | 4,756.000 | 114.06013 | 2 |
420 6166 | CL C CONC (TIE BEAM) | CY | | | 94.800 | 550.00000 | 1 |
420 6168 | CL F CONC (ABUT) (HPC) | CY | | | 286.800 | 485.00000 | 1 |
420 6169 | CL K CONC (APPROACH SLAB) (ABC) | CY | | | 306.800 | 550.00000 | 1 |
420 6170 | CL K CONC (ABUT) (EXTEND) | CY | | | .600 | 7,750.00000 | 1 |
420 6171 | CL F CONC (MISC) (HPC) | CY | | | 13.600 | 1,450.00000 | 1 |
422 6001 | REINF CONC SLAB | SF | 47,425.000 | 16.10041 | 5,815,658.100 | 14.16261 | 61 |
422 6002 | REINF CONC SLAB (HPC) | SF | 10,380.000 | 20.00000 | 1,850,295.360 | 19.56994 | 32 |
422 6003 | REINF CONC SLAB (EXTEND SLAB) | SF | | | 612,139.000 | 20.57835 | 11 |
422 6004 | REINF CONC SLAB (EXTEND SLAB)(HPC) | SF | | | 177,083.000 | 22.71409 | 6 |
422 6005 | REINF CONC SLAB (BOX BEAM) | SF | 12,052.000 | 15.68570 | 47,602.600 | 14.22567 | 14 |
422 6006 | REINF CONC SLAB (BOX BEAM)(HPC) | SF | | | 15,600.000 | 12.50000 | 1 |
422 6007 | REINF CONC SLAB (SLAB BEAM) | SF | 14,912.000 | 15.13538 | 219,337.700 | 14.12674 | 33 |
422 6008 | REINF CONC SLAB (SLAB BEAM)(HPC) | SF | | | 3,071.000 | 22.00000 | 1 |
422 6011 | BRIDGE MEDIAN | SF | 507.000 | 14.00000 | 507.000 | 14.00000 | 1 |
422 6012 | BRIDGE MEDIAN (HPC) | SF | | | 26,749.000 | 8.72440 | 5 |
422 6013 | BRIDGE SIDEWALK | SF | 4,032.000 | 9.66071 | 18,461.900 | 9.98304 | 8 |
422 6014 | BRIDGE SIDEWALK (HPC) | SF | | | 52,194.000 | 9.67696 | 8 |
422 6015 | APPROACH SLAB | CY | 390.400 | 444.22131 | 20,823.700 | 452.85140 | 59 |
422 6016 | APPROACH SLAB (HPC) | CY | 196.000 | 1,018.22449 | 6,379.410 | 523.63205 | 28 |
422 6019 | SLAB SPAN | CY | | | 103.000 | 890.00000 | 1 |
422 6023 | SHEAR KEY | CY | 67.800 | 420.94543 | 530.100 | 369.03150 | 18 |
422 6034 | APPROACH SLAB (EXTEND) (HPC) | CY | | | 872.000 | 533.42661 | 3 |
422 6035 | APPROACH SLAB (EXTEND) | CY | | | 1,043.300 | 503.85206 | 5 |
422 6039 | REINF CONC SLAB (SLAB BEAM)(EXT SLAB) | SF | 1,788.000 | 19.19000 | 5,968.000 | 18.89583 | 2 |
422 6043 | INTEGRAL ABUT BKWL (HPC) | CY | | | 18.600 | 800.00000 | 1 |
422 6044 | REINF CONC SLAB(PRCST SUPER ASSEM)(ABC | SF | | | 26,334.000 | 113.50000 | 1 |
422 6045 | CIP CLOSURE (ABC) | CY | | | 113.200 | 1,250.00000 | 1 |
423 6001 | RETAINING WALL (MSE) | SF | 45,367.000 | 38.30000 | 2,882,209.000 | 39.23273 | 37 |
423 6002 | RETAINING WALL (MSE) (ASHLAR STONE FIN | SF | | | 376,415.600 | 54.26621 | 4 |
423 6003 | RETAINING WALL (TEMP WALL) | SF | 15,911.000 | 11.00000 | 678,189.000 | 11.60984 | 14 |
423 6004 | RETAINING WALL (CONC BLOCK) | SF | | | 108,931.000 | 38.42498 | 10 |
423 6005 | RETAINING WALL (SPREAD FOOTING) | SF | | | 65,423.000 | 62.05076 | 6 |
423 6007 | RETAINING WALL (DRILL SHAFT) (FACIA) | SF | | | 81,017.000 | 31.27263 | 7 |
423 6008 | RETAINING WALL (CAST - IN - PLACE) | SF | | | 57,460.000 | 55.61551 | 12 |
423 6010 | RET WALL (SPREAD FOOTING) (SPL) | SF | | | 607.000 | 40.00000 | 1 |
423 6012 | RETAINING WALL (MSE) (WAVE SCHEME) | SF | | | 556,461.000 | 34.61487 | 3 |
423 6013 | RETAINING WALL (BRICK VENEER) | SF | | | 764.000 | 88.00000 | 1 |
423 6014 | RETAINING WALL (MSE)(HORIZONTAL SCHEME | SF | | | 474,420.000 | 40.23016 | 2 |
423 6015 | RETAINING WALL (SPECIAL) | SF | 828.000 | 68.00000 | 6,153.800 | 90.03283 | 6 |
423 6017 | RET WALL (SOIL NAILED)(FASCIA)(HOR SCH | SF | | | 2,365.000 | 32.90000 | 1 |
423 6019 | RET WALL (MSE) (VERTICAL SCHEME) (SPL) | SF | | | 216,836.000 | 21.95109 | 2 |
423 6020 | RET. WALL (SOIL NAILED) (GUNNITE FACIA | SF | | | 29,949.000 | 17.00000 | 1 |
423 6022 | RETAINING WALL (SOIL NAIL)(FACIA) | SF | | | 344,128.000 | 43.97923 | 15 |
423 6023 | RETAINING WALL (ROCK NAILED)(FACIA) | SF | | | 65,061.000 | 65.00000 | 1 |
423 6038 | RETAINING WALL (MSE) (BAY AREA SCHEME | SF | | | 86,430.000 | 43.00000 | 1 |
425 6001 | PRESTR CONC BOX BEAM (4B20) | LF | 892.510 | 184.87993 | 4,585.446 | 213.38712 | 13 |
425 6002 | PRESTR CONC BOX BEAM (5B20) | LF | 1,309.020 | 166.42259 | 7,626.480 | 197.01308 | 15 |
425 6003 | PRESTR CONC BOX BEAM (4B28) | LF | 278.000 | 207.00000 | 854.000 | 208.39813 | 3 |
425 6004 | PRESTR CONC BOX BEAM (5B28) | LF | 139.000 | 236.00000 | 288.000 | 227.72222 | 2 |