AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - AMARILLO DISTRICT
Last Update: Thursday, May 30, 2013
| ITEMS 400 2003 TO 496 2015 |
| Item No | Description | Units | May 31, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2003 | STRUCT EXCAV (PIPE) | CY | 765.000 | 17.00000 | 1 | ||
| 400 2005 | CEM STABIL BKFL | CY | 633.300 | 174.37897 | 2 | ||
| 401 2001 | FLOWABLE BACKFILL | CY | 20.000 | 265.11500 | 3 | ||
| 402 2001 | TRENCH EXCAVATION PROTECTION | LF | 1,100.000 | 3.64325 | 3 | ||
| 403 2001 | TEMPORARY SPL SHORING | SF | 105.000 | 10.90000 | 1 | ||
| 409 2016 | PRESTR CONC PIL (18 IN SQ) (HPC) | LF | 3,954.000 | 143.86000 | 1 | ||
| 416 2001 | DRILL SHAFT (18 IN) | LF | 246.000 | 80.00000 | 1 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 636.000 | 160.00000 | 1 | ||
| 420 2001 | CL A CONC (MISC) | CY | .900 | 3,302.31111 | 1 | ||
| 420 2013 | CL C CONC (MISC) | CY | 27.100 | 895.38745 | 2 | ||
| 420 2016 | CL C CONC (COLLAR) | EA | 6.000 | 2,000.00000 | 1 | ||
| 420 2041 | CL C CONC (ABUT) (HPC) | CY | 227.000 | 1,154.19335 | 2 | ||
| 420 2042 | CL C CONC (BENT) (HPC) | CY | 175.000 | 1,175.25337 | 2 | ||
| 420 2064 | CL A CONC (PLUG) | EA | 2.000 | 150.00000 | 1 | ||
| 420 2078 | CL A CONC (MISC) (8") | SY | 104.000 | 78.00000 | 1 | ||
| 420 2240 | CL A CONC (SPANDREL) | CY | 56.000 | 350.00000 | 1 | ||
| 420 2256 | CL S CONC (APPR SLAB) (HPC) | CY | 232.300 | 543.57998 | 1 | ||
| 420 2292 | CL S CONC (BRIDGE SDWLK) (HPC) | CY | 49.800 | 600.00000 | 1 | ||
| 422 2003 | REINF CONC SLAB (HPC) (CL S) | SF | 32,768.000 | 19.98899 | 2 | ||
| 423 2006 | RETAINING WALL (CONC BLOCK) | SF | 220.000 | 50.00000 | 1 | ||
| 423 2012 | RETAINING WALL (CAST - IN - PLACE) | SF | 3,890.000 | 50.00000 | 1 | ||
| 425 2064 | PRESTR CONC GIRDER (TX28) | LF | 1,345.720 | 180.00000 | 1 | ||
| 425 2067 | PRESTR CONC GIRDER (TX46) | LF | 3,035.590 | 196.55000 | 1 | ||
| 427 2005 | EPOXY PAINT FINISH | SF | 240.000 | 80.50000 | 1 | ||
| 428 2002 | CONC SURF TREAT (CLASS II) | SY | 3,513.000 | 5.47908 | 2 | ||
| 429 2007 | CNC STR REP (HORIZONTAL) | SF | 247.000 | 127.00000 | 1 | ||
| 429 2008 | CNC STR REP (VERTICAL OR OVERHEAD) | SF | 2,462.000 | 132.39074 | 3 | ||
| 429 2009 | CNC STR REP (BRDG DECK) (PARTIAL DEPTH) | SF | 3,425.000 | 42.55000 | 1 | ||
| 429 2010 | CNC STR REP (BRDG DECK) (FULL DEPTH) | SF | 1,712.000 | 48.75000 | 1 | ||
| 430 2001 | CL C CONC FOR EXT STR (CULV) | CY | 193.740 | 1,135.98101 | 5 | ||
| 430 2175 | CL C CONC FOR EXT STR (CAP) | CY | .400 | 4,800.00000 | 1 | ||
| 432 2001 | RIPRAP (CONC) (4 IN) | CY | 152.300 | 375.86802 | 3 | ||
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 329.600 | 411.26675 | 4 | ||
| 432 2019 | RIPRAP (STONE PROTECTION) (12 IN) | CY | 24.000 | 65.00000 | 1 | ||
| 432 2027 | RIPRAP (SPECIAL) | CY | 334.000 | 172.79940 | 2 | ||
| 432 2035 | RIPRAP (CONC) (6 IN) | CY | 131.500 | 600.00000 | 1 | ||
| 438 2002 | CLEAN AND SEAL EXIST JOINTS | LF | 2,046.600 | 23.73571 | 3 | ||
| 442 2048 | STRUCTURAL STEEL (MISC NON - BRIDGE) | LB | 652.000 | 10.00000 | 1 | ||
| 450 2072 | RAIL (HANDRAIL) (TY A) | LF | 58.000 | 100.00000 | 1 | ||
| 450 2081 | RAIL (TY C402) (MOD) | LF | 575.000 | 150.00000 | 1 | ||
| 450 2087 | RAIL (TY T101RC) (MOD) | LF | 1,646.060 | 81.31888 | 2 | ||
| 450 2206 | RAIL (TY T223) (HPC) | LF | 690.000 | 79.05000 | 1 | ||
| 454 2005 | ARMOR JOINT (WITH SEAL) | LF | 162.000 | 82.15000 | 1 | ||
| 454 2006 | HEADER TYPE EXPANSION JOINT | LF | 198.000 | 65.76000 | 1 | ||
| 460 2004 | CMP (GAL STL 24 IN) | LF | 5.000 | 107.00000 | 1 | ||
| 460 2005 | CMP (GAL STL 30 IN) | LF | 5.000 | 113.50000 | 1 | ||
| 462 2001 | CONC BOX CULV (3 FT X 2 FT) | LF | 6.000 | 622.00000 | 1 | ||
| 462 2003 | CONC BOX CULV (4 FT X 2 FT) | LF | 624.000 | 239.63000 | 1 | ||
| 462 2010 | CONC BOX CULV (6 FT X 3 FT) | LF | 108.000 | 488.65000 | 1 | ||
| 464 2003 | RC PIPE (CL III) (18 IN) | LF | 36.000 | 98.16667 | 2 | ||
| 464 2005 | RC PIPE (CL III) (24 IN) | LF | 4,840.000 | 89.25366 | 7 | ||
| 464 2007 | RC PIPE (CL III) (30 IN) | LF | 619.000 | 109.04160 | 4 | ||
| 464 2009 | RC PIPE (CL III) (36 IN) | LF | 68.000 | 147.00000 | 1 | ||
| 464 2010 | RC PIPE (CL III) (42 IN) | LF | 219.000 | 183.00000 | 1 | ||
| 464 2011 | RC PIPE (CL III) (48 IN) | LF | 80.000 | 165.00000 | 1 | ||
| 465 2001 | INLET (COMPL) (TY C) | EA | 4.000 | 2,000.00000 | 1 | ||
| 465 2003 | INLET (COMPL) (TY H) | EA | 1.000 | 5,600.00000 | 1 | ||
| 465 2005 | MANH (COMPL) (TY M) | EA | 2.000 | 2,000.00000 | 1 | ||
| 465 2008 | INLET EXT (TY E) | EA | 4.000 | 2,000.00000 | 1 | ||
| 465 2181 | INLET (COMP) (CURB) (B - 10) | EA | 7.000 | 8,000.00000 | 1 | ||
| 465 2193 | MANH (COMPL) (TY 2) | EA | 6.000 | 2,500.00000 | 1 | ||
| 465 2342 | INLET (COMPL) (TY A) (SPL) | EA | 2.000 | 3,625.00000 | 1 | ||
| 465 2761 | INLET (COMP) (CURB) (B - 5) | EA | 8.000 | 5,900.00000 | 1 | ||
| 466 2050 | WINGWALL (PW) (HW=6 FT) | EA | 1.000 | 17,250.00000 | 1 | ||
| 466 2051 | WINGWALL (PW) (HW=7 FT) | EA | 1.000 | 17,700.00000 | 1 | ||
| 466 2101 | HEADWALL (CH - FW - 30) (DIA= 48 IN) | EA | 2.000 | 6,900.00000 | 1 | ||
| 466 2125 | HEADWALL (CH - PW - 0) (DIA= 24 IN) | EA | 20.000 | 5,237.30000 | 2 | ||
| 466 2127 | HEADWALL (CH - PW - 0) (DIA= 30 IN) | EA | 6.000 | 5,486.66667 | 2 | ||
| 466 2129 | HEADWALL (CH - PW - 0) (DIA= 36 IN) | EA | 4.000 | 4,900.00000 | 1 | ||
| 466 2130 | HEADWALL (CH - PW - 0) (DIA= 42 IN) | EA | 2.000 | 6,100.00000 | 1 | ||
| 466 2327 | WINGWALL (PW - 1) (HW=4 FT) | EA | 7.000 | 10,939.78000 | 1 | ||
| 466 2328 | WINGWALL (PW - 1) (HW=5 FT) | EA | 2.000 | 16,640.00000 | 1 | ||
| 466 2329 | WINGWALL (PW - 1) (HW=6 FT) | EA | 2.000 | 17,191.08000 | 1 | ||
| 466 2331 | WINGWALL (PW - 1) (HW=8 FT) | EA | 2.000 | 26,000.00000 | 1 | ||
| 466 2333 | WINGWALL (PW - 1) (HW=10 FT) | EA | 2.000 | 7,600.00000 | 1 | ||
| 467 2025 | SET (TY I) (S= 3 FT) (HW= 5 FT) (3: 1) (C) | EA | 2.000 | 5,500.00000 | 1 | ||
| 467 2032 | SET (TY I) (S= 4 FT) (HW= 5 FT) (3: 1) (C) | EA | 2.000 | 4,835.00000 | 1 | ||
| 467 2049 | SET (TY I) (S= 6 FT) (HW= 5 FT) (3: 1) (C) | EA | 2.000 | 3,754.00000 | 1 | ||
| 467 2101 | SET (TY I) (S= 3 FT) (HW= 3 FT) (4: 1) (C) | EA | 7.000 | 3,908.85429 | 3 | ||
| 467 2107 | SET (TY I) (S= 4 FT) (HW= 3 FT) (4: 1) (C) | EA | 11.000 | 2,396.33000 | 1 | ||
| 467 2108 | SET (TY I) (S= 4 FT) (HW= 4 FT) (4: 1) (C) | EA | 3.000 | 2,604.71000 | 1 | ||
| 467 2113 | SET (TY I) (S= 5 FT) (HW= 3 FT) (4: 1) (C) | EA | 9.000 | 4,693.13444 | 2 | ||
| 467 2151 | SET (TY I) (S= 3 FT) (HW= 3 FT) (6: 1) (C) | EA | 3.000 | 6,158.33333 | 2 | ||
| 467 2152 | SET (TY I) (S= 3 FT) (HW= 4 FT) (6: 1) (C) | EA | 9.000 | 5,200.00000 | 1 | ||
| 467 2154 | SET (TY I) (S= 4 FT) (HW= 3 FT) (6: 1) (C) | EA | 3.000 | 5,850.00000 | 1 | ||
| 467 2157 | SET (TY I) (S= 5 FT) (HW= 3 FT) (6: 1) (C) | EA | 3.000 | 6,698.33333 | 2 | ||
| 467 2160 | SET (TY I) (S= 6 FT) (HW= 3 FT) (6: 1) (C) | EA | 3.000 | 5,700.00000 | 1 | ||
| 467 2177 | SET (TY I) (S= 4 FT) (HW= 3 FT) (6: 1) (P) | EA | 20.000 | 3,646.59000 | 1 | ||
| 467 2216 | SET (TY II) (42 IN) (RCP) (3: 1) (C) | EA | 2.000 | 3,000.00000 | 1 | ||
| 467 2222 | SET (TY II) (18 IN) (RCP) (4: 1) (C) | EA | 1.000 | 1,125.00000 | 1 | ||
| 467 2224 | SET (TY II) (24 IN) (RCP) (4: 1) (C) | EA | 26.000 | 1,564.46154 | 2 | ||
| 467 2225 | SET (TY II) (30 IN) (RCP) (4: 1) (C) | EA | 14.000 | 1,848.57143 | 2 | ||
| 467 2228 | SET (TY II) (42 IN) (RCP) (4: 1) (C) | EA | 12.000 | 3,537.00000 | 1 | ||
| 467 2236 | SET (TY II) (24 IN) (RCP) (6: 1) (C) | EA | 50.000 | 1,354.36920 | 5 | ||
| 467 2238 | SET (TY II) (30 IN) (RCP) (6: 1) (C) | EA | 10.000 | 2,153.00000 | 3 | ||
| 467 2262 | SET (TY II) (24 IN) (CMP) (4: 1) (C) | EA | 1.000 | 1,730.00000 | 1 | ||
| 467 2264 | SET (TY II) (30 IN) (CMP) (4: 1) (C) | EA | 1.000 | 1,800.00000 | 1 | ||
| 467 2286 | SET (TY II) (18 IN) (RCP) (6: 1) (P) | EA | 1.000 | 500.00000 | 1 | ||
| 467 2288 | SET (TY II) (24 IN) (RCP) (6: 1) (P) | EA | 172.000 | 1,148.44709 | 4 | ||
| 467 2290 | SET (TY II) (30 IN) (RCP) (6: 1) (P) | EA | 2.000 | 1,838.00000 | 1 | ||
| 467 2303 | SET (TY II) (24 IN) (CMP) (6: 1) (P) | EA | 8.000 | 729.32000 | 1 | ||
| 467 2307 | SET (TY II) (36 IN) (CMP) (6: 1) (P) | EA | 2.000 | 2,950.00000 | 1 | ||
| 471 2003 | GRATE & FRAME | EA | 78.000 | 800.00000 | 1 | ||
| 479 2001 | ADJ MANHS | EA | 4.000 | 1,500.00000 | 1 | ||
| 480 2001 | CLEAN EXIST CULVS | EA | 44.000 | 966.36364 | 5 | ||
| 496 2002 | REMOV STR (INLET) | EA | 2.000 | 1,025.00000 | 2 | ||
| 496 2004 | REMOV STR (SET) | EA | 55.000 | 739.86400 | 4 | ||
| 496 2005 | REMOV STR (WINGWALL) | EA | 12.000 | 1,120.00000 | 2 | ||
| 496 2006 | REMOV STR (HEADWALL) | EA | 114.000 | 594.78947 | 2 | ||
| 496 2007 | REMOV STR (PIPE) | LF | 3,362.000 | 12.69579 | 6 | ||
| 496 2010 | REMOV STR (BRIDGE 100 - 499 FT LENGTH) | EA | 2.000 | 75,986.94000 | 2 | ||
| 496 2015 | REMOV STR (PICNIC AREA) | EA | 12.000 | 758.75000 | 2 | ||
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