AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - DALLAS DISTRICT
Last Update: Thursday, May 30, 2013
| ITEMS 400 2001 TO 430 2006 |
| Item No | Description | Units | May 31, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2001 | STRUCT EXCAV | CY | 1,846.000 | 15.00000 | 1 | ||
| 400 2005 | CEM STABIL BKFL | CY | 2.180 | 120.00000 | 1,385.010 | 90.78745 | 12 |
| 400 2006 | CUT & RESTORING PAV | SY | 1,038.000 | 98.00000 | 2,936.600 | 73.72778 | 5 |
| 400 2008 | CUT & RESTORING PAV (ASPH) | SY | 234.000 | 76.96923 | 2 | ||
| 400 2009 | CUT & RESTORING PAV (CONC) | SY | 11,825.980 | 202.90716 | 2 | ||
| 401 2001 | FLOWABLE BACKFILL | CY | 10,552.163 | 113.48315 | 3 | ||
| 402 2001 | TRENCH EXCAVATION PROTECTION | LF | 17,936.000 | .50000 | 150,452.200 | 1.51579 | 16 |
| 403 2001 | TEMPORARY SPL SHORING | SF | 22,564.000 | 1.13052 | 215,321.210 | 10.90964 | 22 |
| 403 2002 | TEMPORARY SPL SHORING (SOIL NAIL) | SF | 2,570.000 | 28.00000 | 1 | ||
| 416 2001 | DRILL SHAFT (18 IN) | LF | 1,480.000 | 61.00000 | 3,654.000 | 53.39338 | 12 |
| 416 2002 | DRILL SHAFT (24 IN) | LF | 8,641.000 | 73.09557 | 9 | ||
| 416 2003 | DRILL SHAFT (30 IN) | LF | 5,481.000 | 75.67714 | 6 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 20,816.000 | 116.07634 | 12 | ||
| 416 2005 | DRILL SHAFT (42 IN) | LF | 5,223.000 | 154.82123 | 4 | ||
| 416 2006 | DRILL SHAFT (48 IN) | LF | 860.000 | 205.00000 | 1 | ||
| 416 2007 | DRILL SHAFT (54 IN) | LF | 93.000 | 364.00000 | 2 | ||
| 416 2008 | DRILL SHAFT (60 IN) | LF | 70.000 | 310.00000 | 1 | ||
| 416 2010 | DRILL SHAFT (72 IN) | LF | 86.000 | 500.00000 | 1 | ||
| 416 2015 | DRILL SHAFT (NON - REINFORCED) (12 IN) | LF | 32.000 | 56.76000 | 1 | ||
| 416 2016 | DRILL SHAFT (SIGN MTS) (12 IN) | LF | 14.000 | 40.00000 | 1 | ||
| 416 2018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 160.000 | 105.83406 | 4 | ||
| 416 2019 | DRILL SHAFT (SIGN MTS) (30 IN) | LF | 113.000 | 117.56956 | 2 | ||
| 416 2020 | DRILL SHAFT (SIGN MTS) (36 IN) | LF | 1,543.000 | 140.94695 | 3 | ||
| 416 2021 | DRILL SHAFT (SIGN MTS) (42 IN) | LF | 302.000 | 251.73834 | 3 | ||
| 416 2022 | DRILL SHAFT (SIGN MTS) (48 IN) | LF | 334.000 | 299.82976 | 4 | ||
| 416 2023 | DRILL SHAFT (SIGN MTS) (54 IN) | LF | 259.000 | 335.48900 | 4 | ||
| 416 2026 | DRILL SHAFT (HIGH MAST POLE) (60 IN) | LF | 1,852.000 | 331.30879 | 2 | ||
| 416 2029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 620.000 | 129.17419 | 9 | ||
| 416 2031 | DRILL SHAFT (TRF SIG POLE) (30 IN) | LF | 55.000 | 183.20000 | 341.000 | 176.87097 | 10 |
| 416 2032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 169.000 | 200.38462 | 1,118.000 | 192.97488 | 15 |
| 416 2034 | DRILL SHAFT (TRF SIG POLE) (48 IN) | LF | 264.000 | 212.00000 | 638.000 | 241.99138 | 7 |
| 416 2084 | DRILL SHAFT (96 IN) (MASS PLACEMENT) | LF | 2,697.000 | 748.00000 | 1 | ||
| 420 2002 | CL B CONC (FLUME) | CY | 11.000 | 511.81818 | 291.200 | 338.45467 | 6 |
| 420 2003 | CL C CONC (ABUT) | CY | 132.400 | 858.89728 | 2 | ||
| 420 2004 | CL C CONC (BENT) | CY | 511.700 | 910.14266 | 2 | ||
| 420 2005 | CL C CONC (FOOTING) | CY | 235.800 | 625.00000 | 1 | ||
| 420 2006 | CL C CONC (RAIL FOUNDATION) | CY | 183.000 | 250.00000 | 1 | ||
| 420 2010 | CL C CONC (SIGN COLUMN) | CY | 303.600 | 704.11067 | 2 | ||
| 420 2027 | CL F CONC (BENT) | CY | 84.600 | 934.00000 | 1 | ||
| 420 2033 | CL S CONC (APPR SLAB) | CY | 115.600 | 342.00000 | 1 | ||
| 420 2034 | CL S CONC (BRIDGE SDWLK) | CY | 51.500 | 267.06097 | 2 | ||
| 420 2041 | CL C CONC (ABUT) (HPC) | CY | 2,180.200 | 570.38703 | 13 | ||
| 420 2042 | CL C CONC (BENT) (HPC) | CY | 3,669.900 | 704.28289 | 12 | ||
| 420 2051 | CL C CONC (COLUMN) | CY | 539.000 | 660.00000 | 1 | ||
| 420 2052 | CL C CONC (PILASTER) | CY | 5.600 | 1,600.00000 | 1 | ||
| 420 2061 | CL S CONC (HPC) BAS | CY | 1,476.400 | 354.61512 | 7 | ||
| 420 2068 | CL S CONC (HPC) (SLAB) | CY | 62.500 | 500.00000 | 1 | ||
| 420 2069 | CL S CONC (HPC) (SHEAR KEY) | CY | 19.200 | 336.45833 | 2 | ||
| 420 2077 | CL C CONC (HPC) (CRASHWALL) | CY | 234.600 | 496.73402 | 2 | ||
| 420 2087 | CL F CONC (ABUT) | CY | 46.400 | 851.00000 | 1 | ||
| 420 2092 | CL C CONC (CAP) (MASS PLACEMENT) (HPC) | CY | 101.600 | 750.00000 | 1 | ||
| 420 2093 | CL C CONC (COLUMN) (MASS PLACE) (HPC) | CY | 939.600 | 564.63921 | 2 | ||
| 420 2101 | CL A CONC (RAMPS, STAIRS AND WALLS) | CY | 88.000 | 458.00000 | 1 | ||
| 420 2104 | CL A CONC (FLUME) | CY | 6.000 | 473.37000 | 1 | ||
| 420 2232 | CL S CONC (LIGHTWEIGHT) (FILL & SIDEWALK) | CY | 11.000 | 421.12000 | 1 | ||
| 420 2256 | CL S CONC (APPR SLAB) (HPC) | CY | 2,811.400 | 324.08777 | 7 | ||
| 420 2263 | CL C CONC (BENT) (HPC) (MASS PLACEMENT) | CY | 3,127.200 | 540.00000 | 1 | ||
| 420 2264 | CL H CONC (COLUMN) (MASS PLACEMENT) (HPC | CY | 63.300 | 620.00000 | 1 | ||
| 420 2268 | CL C CONC (RAIL FOUNDATION) (HPC) | CY | 256.100 | 375.14955 | 3 | ||
| 420 2291 | CL S CONC (BRIDGE MEDIAN) (HPC) | CY | 494.800 | 360.51738 | 4 | ||
| 420 2292 | CL S CONC (BRIDGE SDWLK) (HPC) | CY | 555.000 | 300.00000 | 2 | ||
| 420 2300 | CL H CONC (CAP) (MASS PLACEMENT) (HPC) | CY | 2,426.600 | 690.00000 | 1 | ||
| 420 2301 | CL S CONC (CLOSURE POUR) (HPC) | CY | 59.600 | 1,020.00000 | 1 | ||
| 420 2303 | CLASS C CONCRETE (JUNCTION BOX) | CY | 28.200 | 1,373.30000 | 1 | ||
| 422 2001 | REINF CONC SLAB | SF | 73,340.000 | 8.00000 | 1 | ||
| 422 2003 | REINF CONC SLAB (HPC) (CL S) | SF | 639,140.000 | 13.70137 | 13 | ||
| 422 2008 | REINF CONC SLAB (EXT SLAB) (HPC) (CL S) | SF | 32,968.000 | 15.50000 | 1 | ||
| 423 2001 | RETAINING WALL (MSE) | SF | 1,725.000 | 48.00000 | 131,861.000 | 40.93192 | 6 |
| 423 2003 | RETAINING WALL (MSE) (ASHLAR STONE FIN) | SF | 30,979.000 | 45.00000 | 1 | ||
| 423 2006 | RETAINING WALL (CONC BLOCK) | SF | 2,754.000 | 68.56066 | 3 | ||
| 423 2007 | RETAINING WALL (SPREAD FOOTING) | SF | 23,220.900 | 37.67164 | 5 | ||
| 423 2009 | RETAINING WALL (SOIL NAILED) (FACIA) | SF | 23,503.900 | 28.80764 | 3 | ||
| 423 2010 | RETAINING WALL (ROCK NAILED) (FACIA) | SF | 7,024.900 | 39.00000 | 1 | ||
| 423 2011 | RETAINING WALL (DRILL SHAFT) (FACIA) | SF | 5,789.000 | 36.43000 | 1 | ||
| 423 2012 | RETAINING WALL (CAST - IN - PLACE) | SF | 3,790.000 | 40.00000 | 4,100.500 | 42.19983 | 3 |
| 423 2027 | RETAINING WALL (SPREAD FOOT) (ASHLAR) | SF | 1,882.000 | 70.11583 | 2 | ||
| 425 2003 | PRESTR CONC BEAM (TY C) | LF | 7,993.100 | 121.11334 | 2 | ||
| 425 2004 | PRESTR CONC BEAM (TY IV) | LF | 11,276.850 | 105.72432 | 2 | ||
| 425 2007 | PRESTR CONC BOX BEAM (5B20) | LF | 624.600 | 155.00000 | 1 | ||
| 425 2015 | PRESTR CONC SLAB BEAM (5SB12) | LF | 1,837.000 | 128.35000 | 1 | ||
| 425 2016 | PRESTR CONC SLAB BEAM (4SB15) | LF | 3,876.800 | 128.97493 | 3 | ||
| 425 2017 | PRESTR CONC SLAB BEAM (5SB15) | LF | 1,124.840 | 131.08780 | 3 | ||
| 425 2064 | PRESTR CONC GIRDER (TX28) | LF | 3,785.500 | 121.18927 | 2 | ||
| 425 2065 | PRESTR CONC GIRDER (TX34) | LF | 2,923.320 | 123.26341 | 2 | ||
| 425 2066 | PRESTR CONC GIRDER (TX40) | LF | 575.570 | 155.00000 | 1 | ||
| 425 2067 | PRESTR CONC GIRDER (TX46) | LF | 11,826.660 | 136.40865 | 3 | ||
| 425 2068 | PRESTR CONC GIRDER (TX54) | LF | 23,330.610 | 132.24363 | 4 | ||
| 425 2069 | PRESTR CONC GIRDER (TX62) | LF | 14,734.180 | 142.26744 | 2 | ||
| 425 2070 | PRESTR CONC GIRDER (TX70) | LF | 13,009.970 | 150.00000 | 1 | ||
| 425 2081 | PRESTR CONC BOX BEAM (7DB30) | LF | 143.330 | 273.00000 | 1 | ||
| 426 2001 | POST - TENSIONING (GROUTED) | MKF | 4,228.000 | 75.00000 | 1 | ||
| 427 2002 | CONCRETE PAINT FINISH | SF | 28,200.000 | .26000 | 1 | ||
| 427 2003 | OPAQUE SEALER FINISH | SF | 14,331.000 | .50000 | 1 | ||
| 428 2001 | CONC SURF TREAT (CLASS I) | SY | 7,958.000 | .86393 | 2 | ||
| 428 2002 | CONC SURF TREAT (CLASS II) | SY | 76,855.000 | 3.41510 | 13 | ||
| 429 2009 | CNC STR REP (BRDG DECK) (PARTIAL DEPTH) | SF | 7,047.500 | 40.91039 | 5 | ||
| 429 2010 | CNC STR REP (BRDG DECK) (FULL DEPTH) | SF | 838.800 | 111.55526 | 2 | ||
| 430 2001 | CL C CONC FOR EXT STR (CULV) | CY | 2.000 | 3,000.00000 | 1 | ||
| 430 2002 | CL C CONC FOR EXT STR (ABUT) | CY | 73.000 | 650.00000 | 1 | ||
| 430 2006 | CL C CONC FOR EXT STRU (CULV) (10'X 10') | LF | 196.000 | 450.00000 | 1 | ||
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