AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - DALLAS DISTRICT
Last Update: Thursday, August 08, 2024
| ITEMS 400 2005 TO 425 6010 |
| Item No | Description | Units | December 31, 2016 | Twelve-Month-Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2005 | CEM STABIL BKFL | CY | 10.500 | 157.00000 | 1 | ||
| 400 6001 | STRUCT EXCAV | CY | 174.000 | 15.00000 | 1 | ||
| 400 6005 | CEM STABIL BKFL | CY | 3,651.680 | 93.18455 | 6 | ||
| 400 6006 | CUT & RESTORING PAV | SY | 113.000 | 100.00000 | 838.000 | 75.22076 | 5 |
| 400 6007 | CUT & RESTORE CONC PAVING | SY | 831.000 | 146.93141 | 3 | ||
| 400 6008 | CUT & RESTORE ASPH PAVING | SY | 249.100 | 261.59374 | 4 | ||
| 401 6001 | FLOWABLE BACKFILL | CY | 1,882.000 | 136.91817 | 5 | ||
| 402 2001 | TRENCH EXCAVATION PROTECTION | LF | 9,170.000 | 2.50000 | 1 | ||
| 402 6001 | TRENCH EXCAVATION PROTECTION | LF | 239.000 | 6.50000 | 45,021.000 | 1.44080 | 17 |
| 403 2001 | TEMPORARY SPL SHORING | SF | 63,263.000 | 5.35000 | 1 | ||
| 403 6001 | TEMPORARY SPL SHORING | SF | 4,236.000 | 22.00000 | 216,352.000 | 18.04536 | 14 |
| 403 6006 | TEMPORARY SPL SHORING (COFFERDAM) | SF | 510.000 | 57.00000 | 510.000 | 57.00000 | 1 |
| 410 6001 | SOIL NAIL ANCHORS | LF | 7,278.000 | 18.81682 | 2 | ||
| 411 6001 | ROCK NAIL ANCHORS | LF | 12,780.000 | 11.80000 | 1 | ||
| 416 2001 | DRILL SHAFT (18 IN) | LF | 36.000 | 43.00000 | 1 | ||
| 416 2002 | DRILL SHAFT (24 IN) | LF | 5,700.000 | 84.50000 | 1 | ||
| 416 2003 | DRILL SHAFT (30 IN) | LF | 168.000 | 130.00000 | 1 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 6,768.000 | 122.50000 | 1 | ||
| 416 2005 | DRILL SHAFT (42 IN) | LF | 7,567.000 | 165.00000 | 1 | ||
| 416 2006 | DRILL SHAFT (48 IN) | LF | 7,016.000 | 209.50000 | 1 | ||
| 416 2007 | DRILL SHAFT (54 IN) | LF | 612.000 | 266.50000 | 1 | ||
| 416 2008 | DRILL SHAFT (60 IN) | LF | 858.000 | 354.50000 | 1 | ||
| 416 2010 | DRILL SHAFT (72 IN) | LF | 262.000 | 532.00000 | 1 | ||
| 416 2019 | DRILL SHAFT (SIGN MTS)(30 IN) | LF | 66.000 | 163.50000 | 1 | ||
| 416 2021 | DRILL SHAFT (SIGN MTS)(42 IN) | LF | 400.000 | 326.50000 | 1 | ||
| 416 2022 | DRILL SHAFT (SIGN MTS)(48 IN) | LF | 19.000 | 367.50000 | 1 | ||
| 416 2023 | DRILL SHAFT (SIGN MTS)(54 IN) | LF | 237.500 | 449.00000 | 1 | ||
| 416 2026 | DRILL SHAFT (HIGH MAST POLE)(60 IN) | LF | 27.000 | 531.00000 | 1 | ||
| 416 2029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 176.000 | 112.00000 | 1 | ||
| 416 2031 | DRILL SHAFT (TRF SIG POLE) (30 IN) | LF | 11.000 | 183.50000 | 1 | ||
| 416 2032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 104.000 | 204.00000 | 1 | ||
| 416 2034 | DRILL SHAFT (TRF SIG POLE) (48 IN) | LF | 44.000 | 347.00000 | 1 | ||
| 416 6001 | DRILL SHAFT (18 IN) | LF | 1,437.000 | 59.95449 | 5 | ||
| 416 6002 | DRILL SHAFT (24 IN) | LF | 9,051.000 | 75.34527 | 4 | ||
| 416 6003 | DRILL SHAFT (30 IN) | LF | 685.000 | 128.06569 | 2 | ||
| 416 6004 | DRILL SHAFT (36 IN) | LF | 12,194.000 | 129.33331 | 9 | ||
| 416 6005 | DRILL SHAFT (42 IN) | LF | 4,073.000 | 151.25622 | 3 | ||
| 416 6006 | DRILL SHAFT (48 IN) | LF | 737.000 | 407.30602 | 4 | ||
| 416 6007 | DRILL SHAFT (54 IN) | LF | 216.000 | 476.12037 | 3 | ||
| 416 6008 | DRILL SHAFT (60 IN) | LF | 82.000 | 515.10488 | 2 | ||
| 416 6018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 273.000 | 146.23297 | 7 | ||
| 416 6019 | DRILL SHAFT (SIGN MTS) (30 IN) | LF | 52.000 | 166.21000 | 1 | ||
| 416 6020 | DRILL SHAFT (SIGN MTS) (36 IN) | LF | 196.000 | 310.68000 | 1 | ||
| 416 6021 | DRILL SHAFT (SIGN MTS) (42 IN) | LF | 78.000 | 320.66064 | 2 | ||
| 416 6022 | DRILL SHAFT (SIGN MTS) (48 IN) | LF | 92.000 | 381.90652 | 3 | ||
| 416 6023 | DRILL SHAFT (SIGN MTS) (54 IN) | LF | 42.000 | 530.25000 | 1 | ||
| 416 6029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 964.000 | 151.37809 | 8 | ||
| 416 6031 | DRILL SHAFT (TRF SIG POLE) (30 IN) | LF | 211.000 | 195.77251 | 7 | ||
| 416 6032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 1,215.000 | 225.53212 | 10 | ||
| 416 6034 | DRILL SHAFT (TRF SIG POLE) (48 IN) | LF | 376.000 | 311.12011 | 8 | ||
| 420 2005 | CL C CONC (FOOTING) | CY | 472.400 | 645.00000 | 1 | ||
| 420 2010 | CL C CONC (SIGN COLUMN) | CY | 82.000 | 1,130.00000 | 1 | ||
| 420 2013 | CL C CONC (MISC) | CY | 861.000 | 323.50000 | 1 | ||
| 420 2041 | CL C CONC (ABUT)(HPC) | CY | 341.300 | 753.00000 | 1 | ||
| 420 2042 | CL C CONC (BENT)(HPC) | CY | 2,029.000 | 655.00000 | 1 | ||
| 420 2092 | CL C CONC (CAP)(MASS PLACEMENT)(HPC) | CY | 705.300 | 634.00000 | 1 | ||
| 420 2093 | CL C CONC (COLUMN)(MASS PLACE)(HPC) | CY | 1,124.600 | 569.00000 | 1 | ||
| 420 2094 | CL C CONC (FOOTING)(MASS PLACE)(HPC) | CY | 725.100 | 476.00000 | 1 | ||
| 420 2123 | CL C CONC (FOOTING) (HPC) | CY | 1,186.400 | 590.00000 | 1 | ||
| 420 2223 | CL C CONC (COLUMN)(HPC) | CY | 2,435.500 | 609.00000 | 1 | ||
| 420 2256 | CL S CONC(APPR SLAB)(HPC) | CY | 613.400 | 450.00000 | 1 | ||
| 420 2269 | CL C CONC (CAP)(HPC) | CY | 5,202.000 | 608.00000 | 1 | ||
| 420 6007 | CL A CONC (FLUME) | CY | 116.000 | 370.00000 | 1 | ||
| 420 6011 | CL B CONC (FLUME) | CY | 416.000 | 400.00000 | 1 | ||
| 420 6013 | CL C CONC (ABUT) | CY | 19.500 | 1,850.00000 | 1 | ||
| 420 6014 | CL C CONC (ABUT)(HPC) | CY | 1,198.700 | 903.89839 | 10 | ||
| 420 6026 | CL C CONC (BENT)(HPC) | CY | 1,949.200 | 744.89771 | 7 | ||
| 420 6029 | CL C CONC (CAP) | CY | 61.800 | 1,400.00000 | 1 | ||
| 420 6030 | CL C CONC (CAP)(HPC) | CY | 340.600 | 1,036.75866 | 2 | ||
| 420 6037 | CL C CONC (COLUMN) | CY | 63.900 | 1,400.00000 | 1 | ||
| 420 6038 | CL C CONC (COLUMN)(HPC) | CY | 247.300 | 1,262.02992 | 2 | ||
| 420 6043 | CL C CONC (FOOTING) | CY | 21.400 | 500.00000 | 1 | ||
| 420 6044 | CL C CONC (FOOTING)(HPC) | CY | 147.000 | 1,000.00000 | 1 | ||
| 420 6054 | CL C CONC (HEADWALL) | CY | 51.700 | 3,000.00000 | 1 | ||
| 420 6066 | CL C CONC (RAIL FOUNDATION) | CY | 515.800 | 482.05502 | 4 | ||
| 420 6132 | CL A CONC (STEPS) | CY | 18.000 | 1,000.00000 | 1 | ||
| 420 6143 | CL S CONC (JUNCTION BOX) | CY | 11.000 | 1,288.00000 | 1 | ||
| 422 2003 | REINF CONC SLAB (HPC)(CL S) | SF | 653,685.000 | 16.50000 | 1 | ||
| 422 6002 | REINF CONC SLAB (HPC) | SF | 394,781.000 | 14.41230 | 10 | ||
| 422 6012 | BRIDGE MEDIAN (HPC) | SF | 11,100.000 | 9.00000 | 1 | ||
| 422 6014 | BRIDGE SIDEWALK (HPC) | SF | 798.000 | 11.00000 | 1 | ||
| 422 6016 | APPROACH SLAB (HPC) | CY | 1,596.300 | 509.76321 | 9 | ||
| 422 6017 | CONCRETE GIRDER | CY | 274.700 | 1,200.00000 | 1 | ||
| 422 6035 | APPROACH SLAB (EXTEND) | CY | 8.100 | 6,000.00000 | 1 | ||
| 423 2001 | RETAINING WALL (MSE) | SF | 89,400.000 | 48.75000 | 1 | ||
| 423 2011 | RETAINING WALL (DRILL SHAFT)(FACIA) | SF | 13,120.000 | 38.00000 | 1 | ||
| 423 6001 | RETAINING WALL (MSE) | SF | 183,037.000 | 50.35481 | 5 | ||
| 423 6005 | RETAINING WALL (SPREAD FOOTING) | SF | 1,900.000 | 80.00000 | 1 | ||
| 423 6006 | RETAINING WALL (STONE) | SF | 1,101.000 | 50.00000 | 1 | ||
| 423 6008 | RETAINING WALL (CAST - IN - PLACE) | SF | 4,903.000 | 55.00000 | 1 | ||
| 423 6010 | RET WALL (SPREAD FOOTING) (SPL) | SF | 22,093.000 | 63.00000 | 1 | ||
| 423 6015 | RETAINING WALL (SPECIAL) | SF | 3,583.000 | 50.00000 | 1 | ||
| 423 6017 | RET WALL (SOIL NAILED)(FASCIA)(HOR SCH | SF | 21,050.000 | 35.00000 | 1 | ||
| 423 6022 | RETAINING WALL (SOIL NAIL)(FACIA) | SF | 3,390.000 | 45.00000 | 1 | ||
| 425 2019 | PRESTR CONC U-BEAM (U54) | LF | 13,188.570 | 199.50000 | 1 | ||
| 425 2065 | PRESTR CONC GIRDER (TX34) | LF | 1,266.500 | 109.00000 | 1 | ||
| 425 2068 | PRESTR CONC GIRDER (TX54) | LF | 44,542.628 | 119.50000 | 1 | ||
| 425 2069 | PRESTR CONC GIRDER (TX62) | LF | 1,295.200 | 138.00000 | 1 | ||
| 425 2070 | PRESTR CONC GIRDER (TX70) | LF | 14,077.064 | 155.50000 | 1 | ||
| 425 6010 | PRESTR CONC SLAB BEAM (5SB12) | LF | 712.420 | 165.00000 | 1 | ||
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