AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - CHILDRESS DISTRICT
Last Update: Thursday, May 30, 2013
| ITEMS 400 2001 TO 496 2013 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0169 0216 - 0275 0305 - 0354 0400 - 0496 0500 - 0560 0610 - 0678 0752 - 0784 |
1122 - 1122 3042 - 3267 5049 - 5369 8251 - 8251 |
400 2001 - 496 2013 |
| Item No | Description | Units | May 31, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2001 | STRUCT EXCAV | CY | 214.000 | 15.00000 | 1 | ||
| 401 2001 | FLOWABLE BACKFILL | CY | 7.000 | 285.00000 | 1 | ||
| 416 2002 | DRILL SHAFT (24 IN) | LF | 96.000 | 80.00000 | 1 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 3,160.000 | 160.00000 | 5,616.000 | 148.82016 | 4 |
| 416 2029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 8.000 | 275.00000 | 1 | ||
| 420 2001 | CL A CONC (MISC) | CY | 34.000 | 600.00000 | 1 | ||
| 420 2006 | CL C CONC (RAIL FOUNDATION) | CY | 2.800 | 2,500.00000 | 1 | ||
| 420 2033 | CL S CONC (APPR SLAB) | CY | 41.000 | 800.00000 | 1 | ||
| 420 2041 | CL C CONC (ABUT) (HPC) | CY | 113.800 | 775.00000 | 285.900 | 844.95208 | 4 |
| 420 2042 | CL C CONC (BENT) (HPC) | CY | 305.800 | 775.00000 | 403.200 | 781.03919 | 2 |
| 420 2223 | CL C CONC (COLUMN) (HPC) | CY | 121.600 | 483.00000 | 1 | ||
| 420 2256 | CL S CONC (APPR SLAB) (HPC) | CY | 144.400 | 500.00000 | 287.600 | 505.35466 | 3 |
| 420 2269 | CL C CONC (CAP) (HPC) | CY | 179.100 | 576.00000 | 1 | ||
| 420 2297 | CL C CONC (ABUT BKWL) | CY | 12.900 | 2,500.00000 | 1 | ||
| 422 2001 | REINF CONC SLAB | SF | 20,436.000 | 27.00000 | 1 | ||
| 422 2003 | REINF CONC SLAB (HPC) (CL S) | SF | 47,380.000 | 15.00000 | 105,918.000 | 15.48764 | 4 |
| 425 2014 | PRESTR CONC SLAB BEAM (4SB12) | LF | 267.180 | 180.00000 | 1 | ||
| 425 2015 | PRESTR CONC SLAB BEAM (5SB12) | LF | 89.060 | 180.00000 | 1 | ||
| 425 2065 | PRESTR CONC GIRDER (TX34) | LF | 318.000 | 190.00000 | 1 | ||
| 425 2066 | PRESTR CONC GIRDER (TX40) | LF | 2,502.000 | 145.00000 | 9,540.000 | 123.68396 | 3 |
| 425 2067 | PRESTR CONC GIRDER (TX46) | LF | 3,639.000 | 145.00000 | 3,639.000 | 145.00000 | 1 |
| 428 2002 | CONC SURF TREAT (CLASS II) | SY | 9,146.800 | 3.51131 | 5 | ||
| 429 2008 | CNC STR REP (VERTICAL OR OVERHEAD) | SF | 16.000 | 275.00000 | 1 | ||
| 430 2001 | CL C CONC FOR EXT STR (CULV) | CY | 16.740 | 932.00000 | 1 | ||
| 430 2002 | CL C CONC FOR EXT STR (ABUT) | CY | .600 | 8,000.00000 | 1 | ||
| 430 2008 | CL C CONC FOR EXT STRU (CULV) (3'X 3') | LF | 3.000 | 440.00000 | 1 | ||
| 430 2009 | CL C CONC FOR EXT STRU (CULV) (6'X 3') | LF | 60.000 | 400.00000 | 1 | ||
| 430 2012 | CL C CONC FOR EXT STRU (CULV) (3'X 2') | LF | 11.000 | 345.00000 | 1 | ||
| 430 2020 | CL C CONC FOR EXT STR (CULV) (4'X 2') | LF | 20.000 | 313.00000 | 1 | ||
| 430 2023 | CL C CONC FOR EXT STRU (CULV) (5' X 3') | LF | 12.000 | 450.16667 | 2 | ||
| 430 2036 | CL C CONC FOR EXT STRU (CULV) (8'X8') | LF | 30.000 | 660.00000 | 1 | ||
| 430 2044 | CL C CONC FOR EXT STR (CULV) (2 - 5'X3') | LF | 6.000 | 708.00000 | 1 | ||
| 430 2052 | CL C CONC FOR EXT STR (CULV) 3 - 5' X 2' | LF | 12.000 | 926.00000 | 1 | ||
| 430 2053 | CL C CONC FOR EXT STR (CULV) 3 - 5' X 3' | LF | 3.000 | 1,015.00000 | 1 | ||
| 430 2057 | CL C CONC FOR EXT STRUC (CULV) (4'X4') | LF | 13.000 | 770.00000 | 2 | ||
| 430 2060 | CL C CONC FOR EXT STRU (CULV) (7'X3') | LF | 10.000 | 770.00000 | 1 | ||
| 430 2079 | CL C CONC FOR EXT STRU (CULV) (2 - 5'X4') | LF | 14.000 | 769.00000 | 1 | ||
| 432 2001 | RIPRAP (CONC) (4 IN) | CY | 34.000 | 500.00000 | 348.400 | 407.37371 | 4 |
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 57.200 | 378.00000 | 1 | ||
| 432 2021 | RIPRAP (STONE PROTECTION) (18 IN) | CY | 595.000 | 91.42017 | 2 | ||
| 432 2023 | RIPRAP (STONE PROTECTION) (24 IN) | CY | 515.000 | 120.00000 | 1 | ||
| 432 2030 | RIPRAP (CONC) (CL C) | CY | 83.400 | 409.64029 | 2 | ||
| 432 2039 | RIPRAP (MOW STRIP) (4 IN) | CY | 72.000 | 500.00000 | 459.000 | 373.72549 | 4 |
| 432 2041 | RIPRAP (STONE COMMON) (DRY) (18 IN) | CY | 506.000 | 131.79842 | 2 | ||
| 432 2071 | RIPRAP (STONE COMMON) (DRY) (24 IN) | CY | 548.000 | 100.00000 | 548.000 | 100.00000 | 1 |
| 446 2003 | CLEAN & PAINT EXIST STR (SPL PROT SYS) | LS | 5.000 | 247,000.00000 | 1 | ||
| 450 2021 | RAIL (TY T101RC) | LF | 420.000 | 71.09000 | 1 | ||
| 450 2055 | RAIL (TRUSS) (SPL) | LF | 1,505.800 | 155.00000 | 1 | ||
| 450 2057 | RAIL (EXIST RAIL MODIFICATION) | LF | 60.000 | 155.00000 | 1 | ||
| 450 2111 | RAIL (PARAPET) | LF | 18.000 | 155.00000 | 1 | ||
| 450 2184 | RAIL (T101) (RETROFIT) | LF | 2,532.000 | 63.75000 | 1 | ||
| 450 2206 | RAIL (TY T223) (HPC) | LF | 2,144.000 | 100.00000 | 4,894.000 | 82.78913 | 4 |
| 452 2003 | REMOV RAIL (CONC POST & MTL ELEMENTS) | LF | 2,592.000 | 6.71481 | 2 | ||
| 454 2001 | SEALED EXPANSION JOINT (4 IN) (SEJ - A) | LF | 645.400 | 89.81949 | 4 | ||
| 454 2005 | ARMOR JOINT (WITH SEAL) | LF | 462.000 | 100.00000 | 462.000 | 100.00000 | 1 |
| 460 2003 | CMP (GAL STL 18 IN) | LF | 18.000 | 42.75000 | 1 | ||
| 460 2007 | CMP (GAL STL 36 IN) | LF | 13.000 | 61.41000 | 1 | ||
| 460 2009 | CMP (GAL STL 48 IN) | LF | 65.000 | 148.00000 | 1 | ||
| 460 2015 | CMP AR (GAL STL DES 3) | LF | 169.000 | 122.42604 | 2 | ||
| 460 2016 | CMP AR (GAL STL DES 4) | LF | 8.000 | 66.00000 | 1 | ||
| 462 2007 | CONC BOX CULV (5 FT X 3 FT) | LF | 80.000 | 460.00000 | 1 | ||
| 462 2014 | CONC BOX CULV (7 FT X 3 FT) | LF | 9.000 | 1,011.26000 | 1 | ||
| 462 2018 | CONC BOX CULV (7 FT X 7 FT) | LF | 143.000 | 660.00000 | 1 | ||
| 462 2019 | CONC BOX CULV (8 FT X 4 FT) | LF | 102.000 | 400.00000 | 1 | ||
| 462 2029 | CONC BOX CULV (10 FT X 5 FT) | LF | 102.000 | 490.00000 | 1 | ||
| 462 2030 | CONC BOX CULV (10 FT X 6 FT) | LF | 102.000 | 500.00000 | 1 | ||
| 462 2033 | CONC BOX CULV (10 FT X 9 FT) | LF | 68.000 | 560.00000 | 1 | ||
| 464 2042 | RC PIPE (CL V) (48 IN) | LF | 90.000 | 330.00000 | 1 | ||
| 466 2024 | WINGWALL (FW - 0) (HW=8 FT) | EA | 2.000 | 11,500.00000 | 1 | ||
| 466 2025 | WINGWALL (FW - 0) (HW=9 FT) | EA | 2.000 | 13,000.00000 | 1 | ||
| 466 2131 | HEADWALL (CH - PW - 0) (DIA= 48 IN) | EA | 4.000 | 18,200.00000 | 1 | ||
| 466 2328 | WINGWALL (PW - 1) (HW=5 FT) | EA | 2.000 | 11,000.00000 | 1 | ||
| 466 2329 | WINGWALL (PW - 1) (HW=6 FT) | EA | 2.000 | 8,000.00000 | 1 | ||
| 466 2330 | WINGWALL (PW - 1) (HW=7 FT) | EA | 2.000 | 20,000.00000 | 1 | ||
| 466 2333 | WINGWALL (PW - 1) (HW=10 FT) | EA | 2.000 | 14,000.00000 | 1 | ||
| 467 2004 | SET (TY I) (48 IN) (3: 1) (C) | EA | 2.000 | 3,200.00000 | 1 | ||
| 467 2032 | SET (TY I) (S= 4 FT) (HW= 5 FT) (3: 1) (C) | EA | 1.000 | 6,000.00000 | 1 | ||
| 467 2101 | SET (TY I) (S= 3 FT) (HW= 3 FT) (4: 1) (C) | EA | 2.000 | 4,000.00000 | 1 | ||
| 467 2102 | SET (TY I) (S= 3 FT) (HW= 4 FT) (4: 1) (C) | EA | 2.000 | 5,500.00000 | 1 | ||
| 467 2107 | SET (TY I) (S= 4 FT) (HW= 3 FT) (4: 1) (C) | EA | 4.000 | 3,953.00000 | 1 | ||
| 467 2109 | SET (TY I) (S= 4 FT) (HW= 5 FT) (4: 1) (C) | EA | 5.000 | 7,160.00000 | 2 | ||
| 467 2113 | SET (TY I) (S= 5 FT) (HW= 3 FT) (4: 1) (C) | EA | 9.000 | 3,835.00000 | 1 | ||
| 467 2114 | SET (TY I) (S= 5 FT) (HW= 4 FT) (4: 1) (C) | EA | 14.000 | 4,992.57143 | 2 | ||
| 467 2115 | SET (TY I) (S= 5 FT) (HW= 5 FT) (4: 1) (C) | EA | 4.000 | 5,192.00000 | 1 | ||
| 467 2120 | SET (TY I) (S= 6 FT) (HW= 4 FT) (4: 1) (C) | EA | 12.000 | 5,700.00000 | 1 | ||
| 467 2126 | SET (TY I) (S= 7 FT) (HW= 4 FT) (4: 1) (C) | EA | 8.000 | 5,012.55500 | 2 | ||
| 467 2130 | SET (TY I) (S= 7 FT) (HW= 8 FT) (4: 1) (C) | EA | 8.000 | 8,260.00000 | 1 | ||
| 467 2156 | SET (TY I) (S= 4 FT) (HW= 5 FT) (6: 1) (C) | EA | 2.000 | 8,000.00000 | 1 | ||
| 467 2262 | SET (TY II) (24 IN) (CMP) (4: 1) (C) | EA | 2.000 | 880.00000 | 1 | ||
| 467 2264 | SET (TY II) (30 IN) (CMP) (4: 1) (C) | EA | 8.000 | 1,399.29000 | 1 | ||
| 467 2266 | SET (TY II) (36 IN) (CMP) (4: 1) (C) | EA | 19.000 | 2,422.53000 | 1 | ||
| 467 2267 | SET (TY II) (42 IN) (CMP) (4: 1) (C) | EA | 7.000 | 3,580.09000 | 1 | ||
| 467 2273 | SET (TY II) (18 IN) (CMP) (6: 1) (C) | EA | 2.000 | 928.85000 | 1 | ||
| 467 2279 | SET (TY II) (36 IN) (CMP) (6: 1) (C) | EA | 11.000 | 2,768.30000 | 1 | ||
| 467 2280 | SET (TY II) (42 IN) (CMP) (6: 1) (C) | EA | 1.000 | 3,794.21000 | 1 | ||
| 467 2323 | SET (TY II) (DES 3) (CMP) (4: 1) (C) | EA | 4.000 | 880.00000 | 1 | ||
| 467 2324 | SET (TY II) (DES 4) (CMP) (4: 1) (C) | EA | 2.000 | 1,500.00000 | 1 | ||
| 467 2330 | SET (TY II) (DES 3) (CMP) (6: 1) (C) | EA | 2.000 | 1,415.00000 | 1 | ||
| 467 2337 | SET (TY II) (DES 3) (CMP) (6: 1) (P) | EA | 2.000 | 1,100.00000 | 1 | ||
| 480 2001 | CLEAN EXIST CULVS | EA | 7.000 | 2,814.28571 | 2 | ||
| 496 2008 | REMOV STR (BOX CULVERT) | LF | 56.000 | 16.50000 | 1 | ||
| 496 2009 | REMOV STR (BRIDGE 0 - 99 FT LENGTH) | EA | 6.000 | 6,000.00000 | 2 | ||
| 496 2010 | REMOV STR (BRIDGE 100 - 499 FT LENGTH) | EA | 1.000 | 100,000.00000 | 2.000 | 90,000.00000 | 2 |
| 496 2011 | REMOV STR (BRIDGE 500 - 999 FT LENGTH) | EA | 1.000 | 110,000.00000 | 1.000 | 110,000.00000 | 1 |
| 496 2013 | REMOV STR (BRIDGE SLAB) | EA | 5.000 | 30,000.00000 | 1 | ||
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