AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - YOAKUM DISTRICT
Last Update: Friday, May 3, 2013
| ITEMS 400 2005 TO 462 2030 |
| Item No | Description | Units | April 30, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2005 | CEM STABIL BKFL | CY | 188.000 | 73.88298 | 3,080.000 | 85.52488 | 26 |
| 400 2006 | CUT & RESTORING PAV | SY | 80.000 | 155.00000 | 425.000 | 127.14551 | 7 |
| 400 2010 | CUT & RESTORING PAV (FLEX BASE) | SY | 25.000 | 41.70000 | 1 | ||
| 402 2001 | TRENCH EXCAVATION PROTECTION | LF | 90.000 | 38.00000 | 929.000 | 14.91356 | 7 |
| 403 2001 | TEMPORARY SPL SHORING | SF | 3,446.000 | 31.68311 | 11,741.000 | 25.05257 | 9 |
| 407 2005 | SHEET PILING (PZ - 22) | SF | 5,820.000 | 56.75601 | 4 | ||
| 409 2001 | PRESTR CONC PIL (16 IN SQ) | LF | 2,658.000 | 106.69872 | 6 | ||
| 409 2002 | PRESTR CONC PIL (18 IN SQ) | LF | 1,518.000 | 126.22530 | 2 | ||
| 409 2016 | PRESTR CONC PIL (18 IN SQ) (HPC) | LF | 815.000 | 99.00000 | 1 | ||
| 416 2001 | DRILL SHAFT (18 IN) | LF | 280.000 | 60.00000 | 2 | ||
| 416 2002 | DRILL SHAFT (24 IN) | LF | 1,086.000 | 140.00000 | 1,806.000 | 145.61756 | 4 |
| 416 2003 | DRILL SHAFT (30 IN) | LF | 594.000 | 169.49495 | 4 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 5,060.000 | 208.19614 | 3 | ||
| 416 2005 | DRILL SHAFT (42 IN) | LF | 309.000 | 280.00000 | 1 | ||
| 416 2086 | DRILL SHAFT (RDWY ILL POLE) (24 IN) | LF | 32.000 | 200.00000 | 1 | ||
| 420 2003 | CL C CONC (ABUT) | CY | 42.000 | 2,200.00000 | 885.900 | 831.68007 | 18 |
| 420 2004 | CL C CONC (BENT) | CY | 50.000 | 2,000.00000 | 380.700 | 920.80581 | 7 |
| 420 2006 | CL C CONC (RAIL FOUNDATION) | CY | 64.100 | 596.20842 | 3 | ||
| 420 2013 | CL C CONC (MISC) | CY | 25.100 | 650.35857 | 3 | ||
| 420 2019 | CL C CONC (CAP) | CY | 30.000 | 925.00000 | 1 | ||
| 420 2029 | CL S CONC (SLAB) | CY | 143.500 | 450.00000 | 705.800 | 609.83820 | 12 |
| 420 2031 | CL S CONC (SHEAR KEY) | CY | 104.300 | 306.08840 | 4 | ||
| 420 2041 | CL C CONC (ABUT) (HPC) | CY | 24.000 | 1,100.00000 | 1 | ||
| 420 2042 | CL C CONC (BENT) (HPC) | CY | 16.000 | 1,400.00000 | 1 | ||
| 420 2051 | CL C CONC (COLUMN) | CY | 35.400 | 790.00000 | 1 | ||
| 420 2064 | CL A CONC (PLUG) | EA | 4.000 | 700.00000 | 4.000 | 700.00000 | 1 |
| 420 2068 | CL S CONC (HPC) (SLAB) | CY | 86.700 | 915.00000 | 1 | ||
| 420 2124 | CL S CONC (SLAB) | SF | 4,382.000 | 11.78010 | 2 | ||
| 422 2001 | REINF CONC SLAB | SF | 56,631.000 | 12.85513 | 3 | ||
| 423 2012 | RETAINING WALL (CAST - IN - PLACE) | SF | 9.000 | 150.00000 | 2 | ||
| 425 2008 | PRESTR CONC BOX BEAM (4B28) | LF | 278.000 | 174.00000 | 1 | ||
| 425 2009 | PRESTR CONC BOX BEAM (5B28) | LF | 1,093.000 | 182.81555 | 2 | ||
| 425 2011 | PRESTR CONC BOX BEAM (5B34) | LF | 954.000 | 240.00000 | 2 | ||
| 425 2014 | PRESTR CONC SLAB BEAM (4SB12) | LF | 827.860 | 130.00000 | 1 | ||
| 425 2015 | PRESTR CONC SLAB BEAM (5SB12) | LF | 887.410 | 138.65671 | 2 | ||
| 425 2016 | PRESTR CONC SLAB BEAM (4SB15) | LF | 276.960 | 145.00000 | 3,836.600 | 126.84099 | 6 |
| 425 2017 | PRESTR CONC SLAB BEAM (5SB15) | LF | 1,384.800 | 145.00000 | 2,572.130 | 147.21091 | 6 |
| 425 2064 | PRESTR CONC GIRDER (TX28) | LF | 476.000 | 189.00000 | 1 | ||
| 425 2065 | PRESTR CONC GIRDER (TX34) | LF | 3,892.000 | 121.87000 | 1 | ||
| 425 2066 | PRESTR CONC GIRDER (TX40) | LF | 1,271.680 | 152.83000 | 2 | ||
| 425 2067 | PRESTR CONC GIRDER (TX46) | LF | 1,254.000 | 140.00000 | 1 | ||
| 425 2068 | PRESTR CONC GIRDER (TX54) | LF | 876.000 | 180.00000 | 1 | ||
| 425 2074 | PRESTR CONC DECK SLAB BEAM (6DS23) | LF | 239.310 | 400.00000 | 1 | ||
| 428 2001 | CONC SURF TREAT (CLASS I) | SY | 848.000 | 5.00000 | 11,373.000 | 3.98008 | 18 |
| 429 2011 | CNC STR REP (REMOVE & REPLACE) | CY | 15.000 | 1,150.00000 | 1 | ||
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 64.000 | 339.68750 | 747.600 | 339.53514 | 16 |
| 432 2018 | RIPRAP (STONE COMMON) (GROUT) (8 IN) | CY | 32.000 | 350.00000 | 1 | ||
| 432 2023 | RIPRAP (STONE PROTECTION) (24 IN) | CY | 200.000 | 110.00000 | 1 | ||
| 432 2033 | RIPRAP (STONE COMMON) (DRY) (12 IN) | CY | 381.000 | 103.41207 | 3,080.000 | 102.71312 | 18 |
| 432 2039 | RIPRAP (MOW STRIP) (4 IN) | CY | 919.800 | 370.18199 | 10 | ||
| 432 2041 | RIPRAP (STONE COMMON) (DRY) (18 IN) | CY | 71.000 | 150.00000 | 1 | ||
| 432 2071 | RIPRAP (STONE COMMON) (DRY) (24 IN) | CY | 5.000 | 500.00000 | 1 | ||
| 432 2072 | RIPRAP (CONC) (CL B) (RR8 & RR9) | CY | 37.000 | 293.46000 | 1 | ||
| 432 2077 | RIPRAP (STONE COMMON) (GROUTED) (18 IN) | CY | 145.000 | 152.50000 | 1 | ||
| 432 2081 | RIPRAP (STONE COMMON) (DRY) (30 IN) | CY | 37.000 | 130.00000 | 1 | ||
| 432 2086 | RIPRAP (STONE COMMON) (GROUT) (12 IN) | CY | 186.000 | 148.97849 | 3 | ||
| 432 2119 | RIPRAP (CONC) (CL B) (5 IN) (SHLDR DRIAN) | CY | 2.470 | 500.00000 | 1 | ||
| 438 2002 | CLEAN AND SEAL EXIST JOINTS | LF | 280.000 | 16.40000 | 932.000 | 23.91845 | 3 |
| 438 2004 | CLEAN AND SEAL JOINTS | LF | 672.000 | 19.20000 | 7,278.000 | 15.11451 | 3 |
| 442 2033 | STR STL (BRIDGE GRID DECK) | LB | 19,974.000 | 3.50000 | 1 | ||
| 442 2047 | STRUCTURAL STEEL (MISCELLANEOUS BRIDGE) | LB | 5,792.000 | 10.00000 | 1 | ||
| 450 2001 | RAIL (TY T101) | LF | 133.400 | 85.06994 | 1 | ||
| 450 2011 | RAIL (TY T6) | LF | 1,000.000 | 48.37500 | 4 | ||
| 450 2025 | RAIL (TY PR1) | LF | 157.800 | 120.00000 | 1 | ||
| 450 2072 | RAIL (HANDRAIL) (TY A) | LF | 256.000 | 78.51563 | 2 | ||
| 450 2161 | RAIL (TY T223) | LF | 280.000 | 100.00000 | 4,936.000 | 76.40970 | 14 |
| 450 2166 | RAIL (TY C223) | LF | 304.000 | 150.00000 | 304.000 | 150.00000 | 1 |
| 450 2206 | RAIL (TY T223) (HPC) | LF | 324.000 | 150.00000 | 1 | ||
| 452 2007 | REMOVE RAIL (TY 6) | LF | 50.000 | 3.30000 | 1 | ||
| 454 2001 | SEALED EXPANSION JOINT (4 IN) (SEJ - A) | LF | 628.000 | 85.44682 | 3 | ||
| 454 2004 | ARMOR JOINT | LF | 114.000 | 100.00000 | 761.000 | 68.13506 | 12 |
| 454 2005 | ARMOR JOINT (WITH SEAL) | LF | 104.000 | 60.68000 | 1 | ||
| 454 2007 | HEADER TYPE EXPANSION JOINT | CF | 165.300 | 355.49002 | 2 | ||
| 454 2008 | JOINT SEALANT | LF | 700.000 | 16.19114 | 2 | ||
| 460 2003 | CMP (GAL STL 18 IN) | LF | 797.000 | 33.92100 | 4 | ||
| 460 2004 | CMP (GAL STL 24 IN) | LF | 361.000 | 44.68947 | 5 | ||
| 460 2005 | CMP (GAL STL 30 IN) | LF | 14.000 | 90.00000 | 1 | ||
| 460 2009 | CMP (GAL STL 48 IN) | LF | 9.000 | 200.00000 | 1 | ||
| 460 2019 | CMP AR (GAL STL DES 7) | LF | 43.000 | 174.00000 | 1 | ||
| 462 2001 | CONC BOX CULV (3 FT X 2 FT) | LF | 665.000 | 209.24850 | 7 | ||
| 462 2002 | CONC BOX CULV (3 FT X 3 FT) | LF | 5.000 | 285.00000 | 163.000 | 277.07540 | 6 |
| 462 2003 | CONC BOX CULV (4 FT X 2 FT) | LF | 390.000 | 217.89423 | 5 | ||
| 462 2004 | CONC BOX CULV (4 FT X 3 FT) | LF | 32.000 | 407.03125 | 3 | ||
| 462 2005 | CONC BOX CULV (4 FT X 4 FT) | LF | 21.000 | 500.00000 | 1 | ||
| 462 2006 | CONC BOX CULV (5 FT X 2 FT) | LF | 107.000 | 370.00000 | 139.000 | 342.75540 | 3 |
| 462 2007 | CONC BOX CULV (5 FT X 3 FT) | LF | 16.000 | 450.00000 | 1 | ||
| 462 2008 | CONC BOX CULV (5 FT X 4 FT) | LF | 93.000 | 436.70968 | 2 | ||
| 462 2009 | CONC BOX CULV (5 FT X 5 FT) | LF | 54.000 | 292.11000 | 1 | ||
| 462 2010 | CONC BOX CULV (6 FT X 3 FT) | LF | 33.000 | 425.00000 | 33.000 | 425.00000 | 1 |
| 462 2011 | CONC BOX CULV (6 FT X 4 FT) | LF | 255.000 | 363.98039 | 2 | ||
| 462 2012 | CONC BOX CULV (6 FT X 5 FT) | LF | 36.000 | 540.00000 | 36.000 | 540.00000 | 1 |
| 462 2013 | CONC BOX CULV (6 FT X 6 FT) | LF | 109.000 | 498.53211 | 2 | ||
| 462 2014 | CONC BOX CULV (7 FT X 3 FT) | LF | 24.000 | 665.00000 | 1 | ||
| 462 2020 | CONC BOX CULV (8 FT X 5 FT) | LF | 19.500 | 530.00000 | 39.500 | 550.61266 | 2 |
| 462 2021 | CONC BOX CULV (8 FT X 6 FT) | LF | 8.500 | 650.00000 | 16.500 | 713.03030 | 2 |
| 462 2022 | CONC BOX CULV (8 FT X 7 FT) | LF | 8.000 | 788.00000 | 1 | ||
| 462 2023 | CONC BOX CULV (8 FT X 8 FT) | LF | 12.000 | 680.00000 | 12.000 | 680.00000 | 1 |
| 462 2024 | CONC BOX CULV (9 FT X 5 FT) | LF | 98.000 | 594.20408 | 2 | ||
| 462 2029 | CONC BOX CULV (10 FT X 5 FT) | LF | 20.000 | 571.60000 | 1 | ||
| 462 2030 | CONC BOX CULV (10 FT X 6 FT) | LF | 33.100 | 974.60997 | 1 | ||
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