AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - WACO DISTRICT
Last Update: Friday, May 3, 2013
| ITEMS 400 2002 TO 430 2057 |
| Item No | Description | Units | April 30, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2002 | STRUCT EXCAV (BOX) | CY | 26,316.000 | 13.00000 | 1 | ||
| 400 2003 | STRUCT EXCAV (PIPE) | CY | 5,051.000 | 20.00000 | 1 | ||
| 400 2005 | CEM STABIL BKFL | CY | 272.000 | 130.88235 | 17,804.900 | 74.98778 | 17 |
| 400 2006 | CUT & RESTORING PAV | SY | 2,787.000 | 128.95945 | 4 | ||
| 400 2008 | CUT & RESTORING PAV (ASPH) | SY | 563.000 | 54.68028 | 2 | ||
| 400 2020 | CEM STAB BCKFL (UNDER APPR SLAB) | CY | 48.600 | 130.00000 | 1 | ||
| 401 2001 | FLOWABLE BACKFILL | CY | 631.000 | 78.64501 | 3 | ||
| 402 2001 | TRENCH EXCAVATION PROTECTION | LF | 132,717.000 | 3.01445 | 11 | ||
| 403 2001 | TEMPORARY SPL SHORING | SF | 312,909.000 | 16.80198 | 8 | ||
| 403 2007 | TEMPORARY SPL SHORING (ROCK NAIL) | SF | 585.000 | 57.58000 | 1 | ||
| 403 2013 | TEMPORARY SPL SHORING (RAILR TIE BACK) | SF | 1,565.000 | 20.00000 | 1 | ||
| 416 2001 | DRILL SHAFT (18 IN) | LF | 2,058.000 | 61.07386 | 4 | ||
| 416 2002 | DRILL SHAFT (24 IN) | LF | 420.000 | 116.00000 | 3,216.000 | 116.67973 | 7 |
| 416 2003 | DRILL SHAFT (30 IN) | LF | 905.000 | 106.32376 | 2 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 420.000 | 143.00000 | 22,807.000 | 128.68352 | 9 |
| 416 2005 | DRILL SHAFT (42 IN) | LF | 4,720.000 | 168.14725 | 2 | ||
| 416 2006 | DRILL SHAFT (48 IN) | LF | 3,927.000 | 203.34225 | 3 | ||
| 416 2007 | DRILL SHAFT (54 IN) | LF | 332.000 | 310.00000 | 1 | ||
| 416 2008 | DRILL SHAFT (60 IN) | LF | 615.000 | 270.00000 | 1 | ||
| 416 2009 | DRILL SHAFT (66 IN) | LF | 154.000 | 450.00000 | 1 | ||
| 416 2010 | DRILL SHAFT (72 IN) | LF | 100.000 | 550.00000 | 1 | ||
| 416 2015 | DRILL SHAFT (NON - REINFORCED) (12 IN) | LF | 70.000 | 50.70000 | 4 | ||
| 416 2018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 187.000 | 92.55615 | 4 | ||
| 416 2021 | DRILL SHAFT (SIGN MTS) (42 IN) | LF | 51.000 | 300.00000 | 1 | ||
| 416 2022 | DRILL SHAFT (SIGN MTS) (48 IN) | LF | 25.000 | 300.00000 | 1 | ||
| 416 2023 | DRILL SHAFT (SIGN MTS) (54 IN) | LF | 18.000 | 630.00000 | 1 | ||
| 416 2029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 1,262.000 | 116.66878 | 4 | ||
| 416 2030 | DRILL SHAFT (TRF SIG POLE) (24 IN) | LF | 38.000 | 163.26316 | 2 | ||
| 416 2031 | DRILL SHAFT (TRF SIG POLE) (30 IN) | LF | 88.000 | 159.37500 | 2 | ||
| 416 2032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 455.000 | 193.57143 | 6 | ||
| 416 2034 | DRILL SHAFT (TRF SIG POLE) (48 IN) | LF | 220.000 | 294.40000 | 3 | ||
| 416 2082 | CASING (24 IN.) | LF | 50.000 | 65.00000 | 1 | ||
| 420 2003 | CL C CONC (ABUT) | CY | 146.200 | 731.25855 | 3,301.500 | 646.80251 | 12 |
| 420 2004 | CL C CONC (BENT) | CY | 36.300 | 1,000.00000 | 7,744.800 | 588.86266 | 11 |
| 420 2005 | CL C CONC (FOOTING) | CY | 92.100 | 412.31270 | 2 | ||
| 420 2006 | CL C CONC (RAIL FOUNDATION) | CY | 1,034.000 | 320.00000 | 1 | ||
| 420 2007 | CL C CONC (CULV) | CY | 27.210 | 780.00000 | 1 | ||
| 420 2008 | CL C CONC (WINGWALLS) | CY | 21.000 | 1,050.00000 | 1 | ||
| 420 2010 | CL C CONC (SIGN COLUMN) | CY | 295.100 | 500.00000 | 1 | ||
| 420 2011 | CL C CONC (RETAINING WALL) | CY | 34.000 | 275.00000 | 1 | ||
| 420 2013 | CL C CONC (MISC) | CY | 9.000 | 850.00000 | 403.000 | 654.46650 | 2 |
| 420 2019 | CL C CONC (CAP) | CY | 486.200 | 694.70588 | 2 | ||
| 420 2020 | CL C CONC (CRASHWALL) | CY | 1,405.000 | 400.00000 | 1 | ||
| 420 2027 | CL F CONC (BENT) | CY | 470.100 | 720.00000 | 1 | ||
| 420 2029 | CL S CONC (SLAB) | CY | 233.300 | 539.73425 | 2 | ||
| 420 2031 | CL S CONC (SHEAR KEY) | CY | 35.400 | 760.31073 | 2 | ||
| 420 2033 | CL S CONC (APPR SLAB) | CY | 96.400 | 360.00000 | 3,953.600 | 343.68006 | 7 |
| 420 2034 | CL S CONC (BRIDGE SDWLK) | CY | 765.700 | 342.25023 | 5 | ||
| 420 2049 | CL S CONC (BRIDGE MEDIAN) | CY | 119.300 | 240.00000 | 1 | ||
| 420 2051 | CL C CONC (COLUMN) | CY | 1,128.700 | 596.93275 | 2 | ||
| 420 2052 | CL C CONC (PILASTER) | CY | 858.600 | 880.00000 | 1 | ||
| 420 2055 | CL C CONC (COLUMN) (MASS PLACEMENT) | CY | 289.900 | 1,050.00000 | 1 | ||
| 420 2058 | CL C CONC (COLLAR) | CY | 159.800 | 1,247.80976 | 2 | ||
| 420 2076 | CL C CONC (TRAFFIC RAIL) | CY | 102.700 | 540.00000 | 1 | ||
| 420 2087 | CL F CONC (ABUT) | CY | 148.500 | 850.00000 | 1 | ||
| 420 2229 | CL K CONC (BENT) | CY | 51.500 | 850.00000 | 1 | ||
| 420 2287 | CL S CONC (APPR SLAB) (MOD) | CY | 128.800 | 350.00000 | 1 | ||
| 422 2001 | REINF CONC SLAB | SF | 13,300.000 | 13.57256 | 766,840.700 | 12.16452 | 10 |
| 422 2002 | REINF CONC SLAB (EXT SLAB) | SF | 45,301.000 | 19.00000 | 1 | ||
| 423 2001 | RETAINING WALL (MSE) | SF | 458,734.000 | 35.20643 | 2 | ||
| 423 2005 | RETAINING WALL (TEMP WALL) | SF | 7,783.000 | 9.50000 | 1 | ||
| 423 2006 | RETAINING WALL (CONC BLOCK) | SF | 11,095.000 | 36.02799 | 2 | ||
| 423 2007 | RETAINING WALL (SPREAD FOOTING) | SF | 3,020.000 | 38.00000 | 1 | ||
| 423 2009 | RETAINING WALL (SOIL NAILED) (FACIA) | SF | 28,752.000 | 38.01553 | 2 | ||
| 423 2010 | RETAINING WALL (ROCK NAILED) (FACIA) | SF | 98,958.000 | 40.00000 | 1 | ||
| 423 2011 | RETAINING WALL (DRILL SHAFT) (FACIA) | SF | 2,563.000 | 36.00000 | 1 | ||
| 423 2013 | RETAINING WALL (TIEBACK) | SF | 89,527.000 | 58.00000 | 1 | ||
| 425 2004 | PRESTR CONC BEAM (TY IV) | LF | 2,867.350 | 190.00000 | 1 | ||
| 425 2006 | PRESTR CONC BOX BEAM (4B20) | LF | 258.000 | 160.00000 | 1 | ||
| 425 2007 | PRESTR CONC BOX BEAM (5B20) | LF | 129.000 | 175.00000 | 1 | ||
| 425 2014 | PRESTR CONC SLAB BEAM (4SB12) | LF | 1,296.000 | 130.00000 | 1 | ||
| 425 2015 | PRESTR CONC SLAB BEAM (5SB12) | LF | 1,184.920 | 140.00000 | 1 | ||
| 425 2016 | PRESTR CONC SLAB BEAM (4SB15) | LF | 1,920.000 | 134.00000 | 2,712.000 | 129.91150 | 2 |
| 425 2017 | PRESTR CONC SLAB BEAM (5SB15) | LF | 1,683.000 | 128.82353 | 2 | ||
| 425 2019 | PRESTR CONC U - BEAM (U54) | LF | 36,320.750 | 159.61839 | 2 | ||
| 425 2064 | PRESTR CONC GIRDER (TX28) | LF | 853.930 | 159.00000 | 1,369.860 | 155.23675 | 3 |
| 425 2065 | PRESTR CONC GIRDER (TX34) | LF | 2,978.200 | 132.37694 | 3 | ||
| 425 2067 | PRESTR CONC GIRDER (TX46) | LF | 5,341.510 | 144.96688 | 2 | ||
| 425 2068 | PRESTR CONC GIRDER (TX54) | LF | 7,136.880 | 160.44752 | 3 | ||
| 425 2069 | PRESTR CONC GIRDER (TX62) | LF | 11,791.930 | 178.74576 | 2 | ||
| 425 2070 | PRESTR CONC GIRDER (TX70) | LF | 14,508.000 | 180.00000 | 1 | ||
| 425 2076 | PRESTR CONC DECK SLAB BEAM (8DS23) | LF | 718.670 | 398.00000 | 1 | ||
| 425 2096 | PRESTR CONC BOX BEAM (5XB34) | LF | 1,691.120 | 211.00000 | 1 | ||
| 427 2002 | CONCRETE PAINT FINISH | SF | 196,177.000 | .45245 | 2 | ||
| 427 2010 | CONCRETE PAINT (NEW CONCRETE) | SF | 69,397.000 | 1.60000 | 1 | ||
| 428 2002 | CONC SURF TREAT (CLASS II) | SY | 1,422.000 | .50000 | 105,043.600 | 2.20155 | 12 |
| 429 2007 | CNC STR REP (HORIZONTAL) | SF | 93.000 | 60.00000 | 1 | ||
| 430 2001 | CL C CONC FOR EXT STR (CULV) | CY | 26.350 | 885.00000 | 1 | ||
| 430 2002 | CL C CONC FOR EXT STR (ABUT) | CY | 430.700 | 836.66125 | 2 | ||
| 430 2003 | CL C CONC FOR EXT STR (BENT) | CY | 178.400 | 1,000.00000 | 1 | ||
| 430 2004 | CL S CONC FOR EXT STR (SLAB) | CY | 768.600 | 750.00000 | 1 | ||
| 430 2008 | CL C CONC FOR EXT STRU (CULV) (3'X 3') | LF | 3.000 | 310.00000 | 1 | ||
| 430 2009 | CL C CONC FOR EXT STRU (CULV) (6'X 3') | LF | 19.000 | 451.26316 | 2 | ||
| 430 2010 | CL C CONC FOR EXT STRU (CULV) (5'X 5') | LF | 33.000 | 378.00000 | 1 | ||
| 430 2012 | CL C CONC FOR EXT STRU (CULV) (3'X 2') | LF | 7.000 | 776.85714 | 2 | ||
| 430 2022 | CL S CONC FOR EXT STR (PAN GIRDER) | CY | 252.800 | 750.00000 | 1 | ||
| 430 2024 | CL C CONC FOR EXT STR (CULV) (5'X 4') | LF | 10.000 | 672.00000 | 1 | ||
| 430 2035 | CL C CONC FOR EXT STRU (CULV) (4'X3') | LF | 40.000 | 892.20000 | 2 | ||
| 430 2055 | CL S CONC FOR EXT STR (APPR SLAB) | CY | 554.900 | 438.03839 | 2 | ||
| 430 2057 | CL C CONC FOR EXT STRUC (CULV) (4'X4') | LF | 5.000 | 495.00000 | 1 | ||
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