AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - DALLAS DISTRICT
Last Update: Friday, May 3, 2013
| ITEMS 430 2030 TO 462 2030 |
| Item No | Description | Units | April 30, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 430 2030 | CL C CONC FOR EXT STR (CULV) (10'X 9') | LF | 147.000 | 450.00000 | 1 | ||
| 430 2055 | CL S CONC FOR EXT STR (APPR SLAB) | CY | 334.000 | 354.00000 | 1 | ||
| 430 2058 | CL C CONC FOR EXT STRUC (CULV) (10'X5' | LF | 8.000 | 1,000.00000 | 1 | ||
| 430 2071 | CL C CONC FOR EXT STR (HDWL) | CY | 5.800 | 95.00000 | 1 | ||
| 430 2126 | CL C CONC FOR EXT STR (ABUT) (HPC) | CY | 158.100 | 1,094.47818 | 2 | ||
| 430 2137 | CL C CONC FOR EXT STRU (STK PASS) (5'X6' | LF | 46.000 | 325.00000 | 1 | ||
| 430 2158 | CL S CONC FOR EXT STR (SLAB) | SF | 1,577.000 | 40.00000 | 1 | ||
| 430 2218 | CL C CONC (BENT) (HPC) | CY | 20.700 | 3,545.00000 | 1 | ||
| 430 2232 | CL S CONC FOR EXT STR (APPR SLAB) (HPC) | CY | 26.800 | 440.00000 | 1 | ||
| 430 2233 | CL S CONC FOR EXT STR (SLAB) (HPC) | CY | 142.800 | 740.00000 | 1 | ||
| 432 2001 | RIPRAP (CONC) (4 IN) | CY | 238.000 | 295.96639 | 6,365.160 | 304.84265 | 15 |
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 10.150 | 373.89163 | 3,575.850 | 270.95340 | 17 |
| 432 2005 | RIPRAP (STONE TY R) (DRY) (6 IN) | CY | 51.000 | 90.00000 | 1 | ||
| 432 2015 | RIPRAP (STONE COMMON) (DRY) (6 IN) | CY | 354.000 | 50.00000 | 1 | ||
| 432 2018 | RIPRAP (STONE COMMON) (GROUT) (8 IN) | CY | 10.800 | 186.35000 | 1 | ||
| 432 2019 | RIPRAP (STONE PROTECTION) (12 IN) | CY | 80.000 | 92.00000 | 3,498.100 | 125.26182 | 6 |
| 432 2033 | RIPRAP (STONE COMMON) (DRY) (12 IN) | CY | 2,108.100 | 79.04487 | 5 | ||
| 432 2035 | RIPRAP (CONC) (6 IN) | CY | 4.000 | 365.00000 | 1 | ||
| 432 2036 | RIPRAP (STONE TY R) (DRY) (12 IN) | CY | 3,266.200 | 42.00000 | 1 | ||
| 432 2037 | RIPRAP (STONE TY R) (DRY) (18 IN) | CY | 200.000 | 96.00000 | 1 | ||
| 432 2039 | RIPRAP (MOW STRIP) (4 IN) | CY | 197.550 | 375.00000 | 2,062.550 | 362.95592 | 19 |
| 432 2040 | RIPRAP (MOW STRIP) (5 IN) | CY | 44.300 | 290.00000 | 191.300 | 290.31364 | 3 |
| 432 2041 | RIPRAP (STONE COMMON) (DRY) (18 IN) | CY | 1,385.000 | 73.36000 | 1 | ||
| 432 2048 | RIPRAP (CONC) (FLUME) | CY | 2,674.200 | 345.20275 | 5 | ||
| 432 2052 | BEDDING MATERIAL (1" TO 3") | CY | 176.000 | 81.13636 | 2 | ||
| 432 2066 | RIPRAP (CONC) (CL B) | CY | 144.100 | 347.28938 | 2 | ||
| 432 2071 | RIPRAP (STONE COMMON) (DRY) (24 IN) | CY | 416.000 | 77.82000 | 1 | ||
| 432 2072 | RIPRAP (CONC) (CL B) (RR8 & RR9) | CY | 949.200 | 329.14033 | 2 | ||
| 432 2084 | RIPRAP (CONC) (CL B) (4") | CY | 325.130 | 350.00000 | 785.320 | 296.13266 | 5 |
| 434 2075 | SLIDING ELASTOMERIC BEAR (ES 2) | EA | 22.000 | 1,600.00000 | 1 | ||
| 434 2085 | ELASTOMERIC BEAR (F4) | EA | 22.000 | 1,500.00000 | 1 | ||
| 438 2002 | CLEAN AND SEAL EXIST JOINTS | LF | 47,450.000 | 1.82466 | 62,520.300 | 2.26978 | 6 |
| 442 2001 | STR STL (ROLLED BEAM) | LB | 159,967.000 | 2.00000 | 1 | ||
| 442 2002 | STR STL (PLATE GIRDER) | LB | 1,343,484.000 | 1.56478 | 2 | ||
| 442 2005 | STR STL (MISCELLANEOUS) | LB | 378.000 | 21.00000 | 378.000 | 21.00000 | 1 |
| 442 2007 | STR STL (RAILROAD THROUGH - GIRDER) | LB | 338,863.000 | 2.00000 | 1 | ||
| 442 2047 | STRUCTURAL STEEL (MISCELLANEOUS BRIDGE) | LB | 6,672.000 | 6.37196 | 3 | ||
| 442 2048 | STRUCTURAL STEEL (MISC NON - BRIDGE) | LB | 72,005.000 | 4.38844 | 8 | ||
| 450 2011 | RAIL (TY T6) | LF | 187.500 | 60.00000 | 1 | ||
| 450 2013 | RAIL (TY SSTR) | LF | 656.000 | 41.00000 | 1 | ||
| 450 2021 | RAIL (TY T101RC) | LF | 325.000 | 53.68000 | 1 | ||
| 450 2025 | RAIL (TY PR1) | LF | 5,522.000 | 70.25125 | 5 | ||
| 450 2062 | RAIL (TY SSCB) | LF | 1,781.000 | 71.68613 | 2 | ||
| 450 2064 | RAIL (TY C221) | LF | 3,718.000 | 80.52803 | 2 | ||
| 450 2073 | RAIL (HANDRAIL) (TY B) | LF | 185.000 | 79.60000 | 1 | ||
| 450 2076 | RAIL (HANDRAIL) (TY E) | LF | 606.000 | 185.02000 | 1 | ||
| 450 2102 | RAIL (TYPE SSTR) (HPC) | LF | 548.500 | 88.06563 | 2 | ||
| 450 2138 | RAIL (TL - 2 MBGF TRANS) | LF | 25.000 | 59.98000 | 1 | ||
| 450 2143 | RAILING (TY T551) | LF | 11,586.600 | 36.00980 | 3 | ||
| 450 2146 | RAIL (TY T552) | LF | 8,273.700 | 41.81682 | 3 | ||
| 450 2157 | RAIL (TY T221) (HPC) | LF | 572.000 | 72.28000 | 1 | ||
| 450 2166 | RAIL (TY C223) | LF | 1,257.800 | 108.03387 | 4 | ||
| 450 2167 | RAIL (TY T551) (RETROFIT) | LF | 119.000 | 120.44000 | 1 | ||
| 450 2169 | RAIL (TY C221) (MOD) | LF | 329.000 | 80.00000 | 1 | ||
| 450 2206 | RAIL (TY T223) (HPC) | LF | 1,166.000 | 60.60892 | 2 | ||
| 450 2211 | RAIL (TY T551) (HPC) | LF | 16,353.000 | 37.49526 | 4 | ||
| 450 2213 | RAIL (TY C402) (HPC) | LF | 3,341.700 | 120.00000 | 1 | ||
| 450 2605 | RAIL (TY T551 RW) (DAL) | LF | 4,742.000 | 39.91101 | 2 | ||
| 450 2609 | RAIL (TY T552) (HPC) | LF | 5,162.000 | 39.38297 | 3 | ||
| 450 2612 | RAIL (TY C221) (HPC) | LF | 6,602.400 | 72.62759 | 6 | ||
| 452 2002 | REMOV RAIL (METAL ELEMENTS) | LF | 742.000 | 5.33693 | 2 | ||
| 453 2001 | TEMP RAILING | LS | 1.000 | 8,200.00000 | 1 | ||
| 454 2001 | SEALED EXPANSION JOINT (4 IN) (SEJ - A) | LF | 6,267.400 | 92.93971 | 15 | ||
| 454 2007 | HEADER TYPE EXPANSION JOINT | CF | 78.700 | 309.00000 | 1 | ||
| 454 2008 | JOINT SEALANT | LF | 903.000 | 13.40000 | 3,204.100 | 13.42098 | 3 |
| 458 2008 | WATRPF (TY RR - 1) | SY | 253.000 | 80.00000 | 1 | ||
| 459 2008 | GABION MATTRESSES (PVC) (18 IN) | SY | 10.000 | 80.00000 | 1 | ||
| 459 2009 | GABION MATTRESSES (GALV) (6 IN) | SY | 1,436.000 | 190.46272 | 2 | ||
| 459 2011 | GABION MATTRESSES (GALV) (12 IN) | SY | 2,338.930 | 85.00000 | 1 | ||
| 459 2014 | GABIONS (3' X 3') (GALV) | CY | 4.000 | 422.50000 | 1 | ||
| 460 2004 | CMP (GAL STL 24 IN) | LF | 10.000 | 40.00000 | 10.000 | 40.00000 | 1 |
| 460 2007 | CMP (GAL STL 36 IN) | LF | 100.000 | 143.84000 | 1 | ||
| 460 2008 | CMP (GAL STL 42 IN) | LF | 9.000 | 120.00000 | 1 | ||
| 462 2001 | CONC BOX CULV (3 FT X 2 FT) | LF | 1,573.000 | 97.61000 | 1 | ||
| 462 2002 | CONC BOX CULV (3 FT X 3 FT) | LF | 125.000 | 132.00000 | 379.000 | 116.52544 | 2 |
| 462 2003 | CONC BOX CULV (4 FT X 2 FT) | LF | 1,088.000 | 135.68199 | 4 | ||
| 462 2004 | CONC BOX CULV (4 FT X 3 FT) | LF | 3,289.000 | 117.04921 | 3 | ||
| 462 2005 | CONC BOX CULV (4 FT X 4 FT) | LF | 3,528.000 | 156.77056 | 4 | ||
| 462 2006 | CONC BOX CULV (5 FT X 2 FT) | LF | 1,636.000 | 300.00000 | 1 | ||
| 462 2007 | CONC BOX CULV (5 FT X 3 FT) | LF | 108.000 | 173.00000 | 332.000 | 176.89301 | 2 |
| 462 2008 | CONC BOX CULV (5 FT X 4 FT) | LF | 2,407.000 | 505.03864 | 4 | ||
| 462 2009 | CONC BOX CULV (5 FT X 5 FT) | LF | 649.000 | 213.69186 | 3 | ||
| 462 2010 | CONC BOX CULV (6 FT X 3 FT) | LF | 369.300 | 226.98132 | 993.300 | 194.40471 | 4 |
| 462 2011 | CONC BOX CULV (6 FT X 4 FT) | LF | 950.000 | 229.61735 | 4 | ||
| 462 2012 | CONC BOX CULV (6 FT X 5 FT) | LF | 215.000 | 250.00000 | 1 | ||
| 462 2013 | CONC BOX CULV (6 FT X 6 FT) | LF | 963.000 | 285.03580 | 3 | ||
| 462 2014 | CONC BOX CULV (7 FT X 3 FT) | LF | 4,512.000 | 278.39494 | 2 | ||
| 462 2015 | CONC BOX CULV (7 FT X 4 FT) | LF | 2,131.000 | 270.00000 | 1 | ||
| 462 2016 | CONC BOX CULV (7 FT X 5 FT) | LF | 1,508.000 | 304.71138 | 2 | ||
| 462 2017 | CONC BOX CULV (7 FT X 6 FT) | LF | 310.000 | 420.00000 | 1 | ||
| 462 2018 | CONC BOX CULV (7 FT X 7 FT) | LF | 671.000 | 364.57079 | 3 | ||
| 462 2019 | CONC BOX CULV (8 FT X 4 FT) | LF | 3,012.800 | 325.60033 | 4 | ||
| 462 2020 | CONC BOX CULV (8 FT X 5 FT) | LF | 6,800.000 | 280.80588 | 2 | ||
| 462 2022 | CONC BOX CULV (8 FT X 7 FT) | LF | 17.000 | 412.00000 | 1 | ||
| 462 2023 | CONC BOX CULV (8 FT X 8 FT) | LF | 1,042.000 | 840.00000 | 1 | ||
| 462 2024 | CONC BOX CULV (9 FT X 5 FT) | LF | 1,616.500 | 407.56955 | 2 | ||
| 462 2025 | CONC BOX CULV (9 FT X 6 FT) | LF | 1,500.000 | 945.00000 | 1 | ||
| 462 2027 | CONC BOX CULV (9 FT X 8 FT) | LF | 293.800 | 650.00000 | 1 | ||
| 462 2029 | CONC BOX CULV (10 FT X 5 FT) | LF | 875.000 | 367.00000 | 1 | ||
| 462 2030 | CONC BOX CULV (10 FT X 6 FT) | LF | 875.000 | 386.00000 | 1 | ||
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