AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - BEAUMONT DISTRICT
Last Update: Friday, May 3, 2013
| ITEMS 400 2001 TO 496 2058 |
| Item No | Description | Units | April 30, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2001 | STRUCT EXCAV | CY | 32,455.000 | 3.68186 | 2 | ||
| 400 2002 | STRUCT EXCAV (BOX) | CY | 544.000 | 5.05000 | 544.000 | 5.05000 | 1 |
| 400 2003 | STRUCT EXCAV (PIPE) | CY | 68.000 | 11.10000 | 226.230 | 10.31662 | 2 |
| 400 2005 | CEM STABIL BKFL | CY | 237.000 | 80.50000 | 1,749.900 | 71.81029 | 6 |
| 400 2006 | CUT & RESTORING PAV | SY | 821.000 | 41.35688 | 3 | ||
| 400 2008 | CUT & RESTORING PAV (ASPH) | SY | 61.000 | 80.50000 | 80.000 | 85.13125 | 2 |
| 402 2001 | TRENCH EXCAVATION PROTECTION | LF | 184.000 | 5.00000 | 40,237.000 | 2.02843 | 4 |
| 403 2001 | TEMPORARY SPL SHORING | SF | 842.000 | 25.75534 | 2 | ||
| 407 2005 | SHEET PILING (PZ - 22) | SF | 5,721.000 | 35.00000 | 1 | ||
| 407 2014 | STL H PILING (HP 10 X 42) | LF | 420.000 | 100.00000 | 1 | ||
| 409 2019 | PRESTR CONC PIL (16 IN SQ) (SULF) | LF | 720.000 | 65.00000 | 1 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 1,860.000 | 113.00000 | 1 | ||
| 416 2006 | DRILL SHAFT (48 IN) | LF | 321.000 | 179.00000 | 1 | ||
| 416 2026 | DRILL SHAFT (HIGH MAST POLE) (60 IN) | LF | 306.000 | 415.49000 | 1 | ||
| 420 2003 | CL C CONC (ABUT) | CY | 86.000 | 862.50000 | 2 | ||
| 420 2005 | CL C CONC (FOOTING) | CY | 19.200 | 760.00000 | 1 | ||
| 420 2019 | CL C CONC (CAP) | CY | 171.000 | 970.00000 | 1 | ||
| 420 2021 | CL C CONC (COPING) | CY | 22.300 | 835.00000 | 1 | ||
| 420 2029 | CL S CONC (SLAB) | CY | 62.200 | 425.00000 | 1 | ||
| 420 2033 | CL S CONC (APPR SLAB) | CY | 162.400 | 490.91133 | 2 | ||
| 420 2051 | CL C CONC (COLUMN) | CY | 69.300 | 1,400.00000 | 1 | ||
| 420 2076 | CL C CONC (TRAFFIC RAIL) | CY | 3.000 | 1,300.00000 | 1 | ||
| 420 2119 | CL K CONC (MISC) | CY | 9.600 | 6,000.00000 | 1 | ||
| 420 2125 | CL C CONC (VEH DEFL WALL) | CY | 64.000 | 1,000.00000 | 1 | ||
| 422 2001 | REINF CONC SLAB | SF | 27,332.000 | 13.00000 | 1 | ||
| 423 2005 | RETAINING WALL (TEMP WALL) | SF | 11,961.000 | 10.50000 | 1 | ||
| 425 2016 | PRESTR CONC SLAB BEAM (4SB15) | LF | 198.000 | 147.00000 | 1 | ||
| 425 2017 | PRESTR CONC SLAB BEAM (5SB15) | LF | 495.000 | 148.00000 | 1 | ||
| 425 2064 | PRESTR CONC GIRDER (TX28) | LF | 3,690.130 | 109.00000 | 1 | ||
| 428 2002 | CONC SURF TREAT (CLASS II) | SY | 3,368.000 | 2.93361 | 2 | ||
| 429 2007 | CNC STR REP (HORIZONTAL) | SF | 18.000 | 375.00000 | 1 | ||
| 429 2010 | CNC STR REP (BRDG DECK) (FULL DEPTH) | SF | 1.000 | 5,500.00000 | 1 | ||
| 430 2009 | CL C CONC FOR EXT STRU (CULV) (6'X 3') | LF | 25.500 | 340.00000 | 1 | ||
| 430 2013 | CL C CONC FOR EXT STRU (CULV) (8'X 5') | LF | 28.000 | 690.00000 | 28.000 | 690.00000 | 1 |
| 430 2037 | CL C CONC FOR EXT STRU (CULV) (2 - 5'X2') | LF | 3.000 | 1,000.00000 | 1 | ||
| 430 2044 | CL C CONC FOR EXT STR (CULV) (2 - 5'X3') | LF | 3.000 | 2,100.00000 | 1 | ||
| 430 2065 | CL C CONC FOR EXT STRU (CULV) (2 - 6'X6') | LF | 18.000 | 1,015.00000 | 18.000 | 1,015.00000 | 1 |
| 430 2082 | CL C CONC EXT STR (CULV) (8'X 3') | LF | 10.000 | 500.00000 | 1 | ||
| 430 2093 | CL C CONC FOR EXT STR (CULV) (3 - 5'X4') | LF | 28.000 | 1,220.00000 | 28.000 | 1,220.00000 | 1 |
| 430 2208 | CL C CONC FOR EXT STRU (CULV) (2 - 9'X5') | LF | 40.000 | 10.15000 | 40.000 | 10.15000 | 1 |
| 432 2001 | RIPRAP (CONC) (4 IN) | CY | 85.440 | 520.65227 | 4 | ||
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 9.800 | 445.00000 | 60.200 | 471.94352 | 5 |
| 432 2016 | RIPRAP (STONE COMMON) (DRY) (8 IN) | CY | 1,205.000 | 27.50000 | 1 | ||
| 432 2033 | RIPRAP (STONE COMMON) (DRY) (12 IN) | CY | 57.000 | 100.00000 | 1 | ||
| 432 2039 | RIPRAP (MOW STRIP) (4 IN) | CY | 237.800 | 466.84609 | 637.400 | 419.22027 | 7 |
| 432 2071 | RIPRAP (STONE COMMON) (DRY) (24 IN) | CY | 308.000 | 112.00000 | 308.000 | 112.00000 | 1 |
| 438 2002 | CLEAN AND SEAL EXIST JOINTS | LF | 86,517.000 | 1.20000 | 160,351.000 | 1.22176 | 3 |
| 438 2006 | CLEAN AND SEAL CRACKS | LF | 987.000 | 1.10000 | 1 | ||
| 442 2048 | STRUCTURAL STEEL (MISC NON - BRIDGE) | LB | 2,331.000 | 17.08623 | 2 | ||
| 450 2007 | RAIL (TY T501) | LF | 14.000 | 525.00000 | 1 | ||
| 450 2018 | RAIL (TY C411) | LF | 124.000 | 100.00000 | 1 | ||
| 450 2032 | RAIL (TY T501) (RETROFIT) | LF | 1.000 | 2,000.00000 | 1 | ||
| 450 2155 | RAIL (TY T223) (RETROFIT) | LF | 631.340 | 150.00000 | 1 | ||
| 450 2161 | RAIL (TY T223) | LF | 1,288.000 | 78.00000 | 1 | ||
| 452 2002 | REMOV RAIL (METAL ELEMENTS) | LF | 628.600 | 15.00000 | 1 | ||
| 454 2001 | SEALED EXPANSION JOINT (4 IN) (SEJ - A) | LF | 130.000 | 93.00000 | 1 | ||
| 454 2006 | HEADER TYPE EXPANSION JOINT | LF | 1,350.000 | 55.00000 | 1 | ||
| 462 2008 | CONC BOX CULV (5 FT X 4 FT) | LF | 224.000 | 380.00000 | 1 | ||
| 462 2019 | CONC BOX CULV (8 FT X 4 FT) | LF | 56.000 | 510.00000 | 56.000 | 510.00000 | 1 |
| 464 2001 | RC PIPE (CL III) (12 IN) | LF | 86.000 | 44.97674 | 2 | ||
| 464 2002 | RC PIPE (CL III) (15 IN) | LF | 294.000 | 36.25000 | 294.000 | 36.25000 | 1 |
| 464 2003 | RC PIPE (CL III) (18 IN) | LF | 446.000 | 40.50000 | 4,060.000 | 31.26345 | 6 |
| 464 2005 | RC PIPE (CL III) (24 IN) | LF | 934.000 | 51.00000 | 3,818.000 | 45.40047 | 4 |
| 464 2007 | RC PIPE (CL III) (30 IN) | LF | 44.000 | 67.50000 | 1,470.000 | 75.10068 | 3 |
| 464 2009 | RC PIPE (CL III) (36 IN) | LF | 72.000 | 101.00000 | 1,938.000 | 88.48297 | 2 |
| 464 2010 | RC PIPE (CL III) (42 IN) | LF | 4,820.000 | 92.00000 | 1 | ||
| 464 2011 | RC PIPE (CL III) (48 IN) | LF | 2,953.000 | 125.00000 | 1 | ||
| 464 2012 | RC PIPE (CL III) (54 IN) | LF | 824.000 | 165.00000 | 1 | ||
| 464 2013 | RC PIPE (CL III) (60 IN) | LF | 1,098.000 | 175.00000 | 1 | ||
| 465 2001 | INLET (COMPL) (TY C) | EA | 139.000 | 2,650.00000 | 1 | ||
| 465 2004 | INLET (COMPL) (TY S) | EA | 16.000 | 3,725.00000 | 1 | ||
| 465 2005 | MANH (COMPL) (TY M) | EA | 20.000 | 4,500.00000 | 1 | ||
| 465 2008 | INLET EXT (TY E) | EA | 99.000 | 1,025.00000 | 1 | ||
| 465 2097 | INLET (COMP) (GRATE) | EA | 1.000 | 1,916.86000 | 1 | ||
| 466 2022 | WINGWALL (FW - 0) (HW=6 FT) | EA | 2.000 | 50,500.00000 | 2.000 | 50,500.00000 | 1 |
| 466 2049 | WINGWALL (PW) (HW=5 FT) | EA | 1.000 | 5,800.00000 | 1 | ||
| 466 2052 | WINGWALL (PW) (HW=8 FT) | EA | 2.000 | 19,700.00000 | 1 | ||
| 466 2123 | HEADWALL (CH - PW - 0) (DIA= 18 IN) | EA | 1.000 | 3,600.00000 | 1 | ||
| 466 2330 | WINGWALL (PW - 1) (HW=7 FT) | EA | 2.000 | 12,800.00000 | 2.000 | 12,800.00000 | 1 |
| 466 2343 | WINGWALL (PW - 2) (HW=6 FT) | EA | 4.000 | 7,700.00000 | 4.000 | 7,700.00000 | 1 |
| 466 2345 | WINGWALL (PW - 2) (HW=8 FT) | EA | 2.000 | 41,300.00000 | 2.000 | 41,300.00000 | 1 |
| 467 2065 | SET (TY I) (S= 8 FT) (HW= 4 FT) (3: 1) (C) | EA | 4.000 | 9,275.00000 | 1 | ||
| 467 2113 | SET (TY I) (S= 5 FT) (HW= 3 FT) (4: 1) (C) | EA | 2.000 | 6,000.00000 | 1 | ||
| 467 2120 | SET (TY I) (S= 6 FT) (HW= 4 FT) (4: 1) (C) | EA | 4.000 | 8,300.00000 | 1 | ||
| 467 2209 | SET (TY II) (18 IN) (RCP) (3: 1) (C) | EA | 5.000 | 525.00000 | 5.000 | 525.00000 | 1 |
| 467 2211 | SET (TY II) (24 IN) (RCP) (3: 1) (C) | EA | 6.000 | 528.00000 | 6.000 | 528.00000 | 1 |
| 467 2222 | SET (TY II) (18 IN) (RCP) (4: 1) (C) | EA | 8.000 | 720.00000 | 1 | ||
| 467 2224 | SET (TY II) (24 IN) (RCP) (4: 1) (C) | EA | 10.000 | 685.00000 | 26.000 | 788.07692 | 3 |
| 467 2225 | SET (TY II) (30 IN) (RCP) (4: 1) (C) | EA | 14.000 | 1,100.00000 | 1 | ||
| 467 2284 | SET (TY II) (12 IN) (RCP) (6: 1) (P) | EA | 4.000 | 520.00000 | 1 | ||
| 467 2285 | SET (TY II) (15 IN) (RCP) (6: 1) (P) | EA | 48.000 | 495.00000 | 48.000 | 495.00000 | 1 |
| 467 2286 | SET (TY II) (18 IN) (RCP) (6: 1) (P) | EA | 44.000 | 525.00000 | 59.000 | 653.07305 | 6 |
| 467 2288 | SET (TY II) (24 IN) (RCP) (6: 1) (P) | EA | 58.000 | 815.00000 | 64.000 | 822.65625 | 3 |
| 467 2290 | SET (TY II) (30 IN) (RCP) (6: 1) (P) | EA | 4.000 | 1,320.00000 | 4.000 | 1,320.00000 | 1 |
| 467 2292 | SET (TY II) (36 IN) (RCP) (6: 1) (P) | EA | 1.000 | 3,325.00000 | 1.000 | 3,325.00000 | 1 |
| 467 2428 | SET (REPLACE PIPE RUNNER ASSEMBLY) | EA | 3.000 | 5,616.00000 | 1 | ||
| 467 2572 | SET (REMOV & REINSTALL) | EA | 6.000 | 363.00000 | 6.000 | 363.00000 | 1 |
| 472 2003 | REMOV & RE - LAY PIPE (18 IN) | LF | 12.000 | 60.50000 | 12.000 | 60.50000 | 1 |
| 472 2005 | REMOV & RE - LAY PIPE (24 IN) | LF | 202.000 | 40.25000 | 202.000 | 40.25000 | 1 |
| 479 2005 | ADJ MANHS (WATER VALVE BOX) | EA | 1.000 | 93.00000 | 1 | ||
| 479 2007 | ADJ MANH (CAP) | EA | 3.000 | 2,700.00000 | 1 | ||
| 480 2001 | CLEAN EXIST CULVS | EA | 3.000 | 1,930.00000 | 5.000 | 1,458.00000 | 2 |
| 481 2008 | PVC PIPE (SCH 40) (2 IN) | LF | 186.000 | 11.70000 | 1 | ||
| 481 2012 | PVC PIPE (SCH 40) (6 IN) | LF | 242.000 | 17.00000 | 1 | ||
| 496 2001 | REMOV STR (BOX CULVERT) | EA | 76.000 | 73.50000 | 76.000 | 73.50000 | 1 |
| 496 2004 | REMOV STR (SET) | EA | 26.000 | 404.00000 | 26.000 | 404.00000 | 1 |
| 496 2005 | REMOV STR (WINGWALL) | EA | 12.000 | 805.00000 | 14.000 | 730.00000 | 2 |
| 496 2007 | REMOV STR (PIPE) | LF | 986.000 | 15.10000 | 9,278.000 | 9.47802 | 5 |
| 496 2008 | REMOV STR (BOX CULVERT) | LF | 60.000 | 748.00000 | 2 | ||
| 496 2009 | REMOV STR (BRIDGE 0 - 99 FT LENGTH) | EA | 2.000 | 25,750.00000 | 2 | ||
| 496 2023 | REMOVE STR (JUNCTION BOX) | EA | 1.000 | 1,850.00000 | 1 | ||
| 496 2041 | REMOV STR (LARGE) | EA | 2.000 | 3,200.00000 | 1 | ||
| 496 2043 | REMOV STR (SMALL FENCE) | LF | 130.000 | 5.35000 | 1 | ||
| 496 2058 | REMOVE STR (STL SECTIONS) | LF | 260.000 | 15.10000 | 260.000 | 15.10000 | 1 |
Copyright 2013 • Texas Department of Transportation • All Rights Reserved • Disclaimer • Privacy & Security Policy • Accessibility
125 East 11th Street • Austin, Texas 78701
125 East 11th Street • Austin, Texas 78701