AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - SAN ANTONIO DISTRICT
Last Update: Thursday, May 30, 2013
| ITEMS 400 2001 TO 450 2001 |
| Item No | Description | Units | May 31, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2001 | STRUCT EXCAV | CY | 3,100.000 | 12.96000 | 1 | ||
| 400 2002 | STRUCT EXCAV (BOX) | CY | 9,411.000 | 8.42477 | 2 | ||
| 400 2003 | STRUCT EXCAV (PIPE) | CY | 1,082.000 | 3.00000 | 1 | ||
| 400 2005 | CEM STABIL BKFL | CY | 5,824.200 | 87.58091 | 19 | ||
| 400 2006 | CUT & RESTORING PAV | SY | 1,293.000 | 82.03557 | 6 | ||
| 400 2008 | CUT & RESTORING PAV (ASPH) | SY | 138.000 | 120.65217 | 2 | ||
| 401 2001 | FLOWABLE BACKFILL | CY | 2,948.600 | 85.87124 | 10 | ||
| 402 2001 | TRENCH EXCAVATION PROTECTION | LF | 15,006.000 | 4.95711 | 11 | ||
| 403 2001 | TEMPORARY SPL SHORING | SF | 225,032.500 | 8.81251 | 15 | ||
| 403 2005 | TEMPORARY SPL SHORING (CANT) | SF | 1,042.000 | 100.00000 | 1 | ||
| 403 2012 | TEMPORARY SPL SHORING (RAILR ANCHORED) | SF | 694.000 | 100.00000 | 1 | ||
| 416 2001 | DRILL SHAFT (18 IN) | LF | 630.000 | 93.46032 | 4 | ||
| 416 2002 | DRILL SHAFT (24 IN) | LF | 3,374.000 | 137.71519 | 10 | ||
| 416 2003 | DRILL SHAFT (30 IN) | LF | 2,051.000 | 112.87163 | 3 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 10,965.000 | 124.58876 | 5 | ||
| 416 2005 | DRILL SHAFT (42 IN) | LF | 3,437.000 | 162.66695 | 5 | ||
| 416 2006 | DRILL SHAFT (48 IN) | LF | 12,507.000 | 176.93875 | 4 | ||
| 416 2008 | DRILL SHAFT (60 IN) | LF | 312.000 | 300.00000 | 1 | ||
| 416 2012 | DRILL SHAFT (84 IN) | LF | 100.000 | 600.00000 | 1 | ||
| 416 2015 | DRILL SHAFT (NON - REINFORCED) (12 IN) | LF | 70.000 | 62.99800 | 4 | ||
| 416 2016 | DRILL SHAFT (SIGN MTS) (12 IN) | LF | 112.000 | 68.75000 | 2 | ||
| 416 2018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 35.000 | 115.00000 | 1 | ||
| 416 2019 | DRILL SHAFT (SIGN MTS) (30 IN) | LF | 453.000 | 179.80132 | 3 | ||
| 416 2020 | DRILL SHAFT (SIGN MTS) (36 IN) | LF | 148.000 | 200.00000 | 1 | ||
| 416 2021 | DRILL SHAFT (SIGN MTS) (42 IN) | LF | 40.000 | 271.00000 | 2 | ||
| 416 2022 | DRILL SHAFT (SIGN MTS) (48 IN) | LF | 20.000 | 250.00000 | 1 | ||
| 416 2023 | DRILL SHAFT (SIGN MTS) (54 IN) | LF | 98.000 | 374.48980 | 2 | ||
| 416 2029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 810.000 | 142.76605 | 6 | ||
| 416 2030 | DRILL SHAFT (TRF SIG POLE) (24 IN) | LF | 24.000 | 150.00000 | 1 | ||
| 416 2031 | DRILL SHAFT (TRF SIG POLE) (30 IN) | LF | 287.300 | 167.95148 | 7 | ||
| 416 2032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 1,342.800 | 187.40088 | 14 | ||
| 416 2034 | DRILL SHAFT (TRF SIG POLE) (48 IN) | LF | 44.000 | 300.00000 | 1 | ||
| 416 2055 | DRILL SHAFT (TRF SIG POLE) (30 IN) (ROCK | LF | 50.000 | 199.50000 | 2 | ||
| 416 2056 | DRILL SHAFT (TRF SIG POLE) (36 IN) (ROCK | LF | 232.000 | 184.78448 | 3 | ||
| 416 2083 | DRILL SHAFT (20 IN) | LF | 4,152.000 | 648.75000 | 4,152.000 | 648.75000 | 1 |
| 420 2001 | CL A CONC (MISC) | CY | 957.800 | 133.90545 | 6 | ||
| 420 2003 | CL C CONC (ABUT) | CY | 871.000 | 754.88517 | 10 | ||
| 420 2004 | CL C CONC (BENT) | CY | 2,083.900 | 741.10659 | 8 | ||
| 420 2005 | CL C CONC (FOOTING) | CY | 367.000 | 1,750.00000 | 367.000 | 1,750.00000 | 1 |
| 420 2006 | CL C CONC (RAIL FOUNDATION) | CY | 913.400 | 384.98467 | 5 | ||
| 420 2011 | CL C CONC (RETAINING WALL) | CY | 28.500 | 800.00000 | 1 | ||
| 420 2013 | CL C CONC (MISC) | CY | 486.700 | 364.24697 | 2 | ||
| 420 2024 | CL F CONC (BENT) (MASS PLACEMENT) | CY | 154.500 | 1,200.00000 | 1 | ||
| 420 2029 | CL S CONC (SLAB) | CY | 3,847.220 | 467.14943 | 9 | ||
| 420 2031 | CL S CONC (SHEAR KEY) | CY | 319.400 | 201.55473 | 2 | ||
| 420 2033 | CL S CONC (APPR SLAB) | CY | 819.900 | 381.89676 | 6 | ||
| 420 2034 | CL S CONC (BRIDGE SDWLK) | CY | 566.400 | 382.05332 | 3 | ||
| 420 2043 | CL F CONC (ABUT) (MASS PLACEMENT) | CY | 105.000 | 800.00000 | 1 | ||
| 420 2049 | CL S CONC (BRIDGE MEDIAN) | CY | 539.600 | 300.00000 | 1 | ||
| 420 2090 | CL A CONC (COLLAR) | EA | 4.000 | 514.86250 | 2 | ||
| 420 2091 | CL B CONC (MISC) | CY | 3.000 | 630.14000 | 1 | ||
| 420 2268 | CL C CONC (RAIL FOUNDATION) (HPC) | CY | 70.000 | 500.00000 | 1 | ||
| 420 2281 | CL C CONC (WALL) | CY | 168.000 | 818.21429 | 2 | ||
| 422 2001 | REINF CONC SLAB | SF | 134,266.300 | 12.62375 | 2 | ||
| 422 2002 | REINF CONC SLAB (EXT SLAB) | SF | 7,187.000 | 15.00000 | 1 | ||
| 423 2001 | RETAINING WALL (MSE) | SF | 148,596.600 | 31.13132 | 4 | ||
| 423 2005 | RETAINING WALL (TEMP WALL) | SF | 33,273.000 | 9.83900 | 2 | ||
| 423 2007 | RETAINING WALL (SPREAD FOOTING) | SF | 9,796.000 | 54.73989 | 3 | ||
| 423 2011 | RETAINING WALL (DRILL SHAFT) (FACIA) | SF | 52,924.000 | 50.58780 | 3 | ||
| 423 2012 | RETAINING WALL (CAST - IN - PLACE) | SF | 10,541.000 | 51.22972 | 3 | ||
| 425 2008 | PRESTR CONC BOX BEAM (4B28) | LF | 889.000 | 254.94000 | 1 | ||
| 425 2009 | PRESTR CONC BOX BEAM (5B28) | LF | 1,524.000 | 254.94000 | 1 | ||
| 425 2010 | PRESTR CONC BOX BEAM (4B34) | LF | 1,110.210 | 150.00000 | 1 | ||
| 425 2011 | PRESTR CONC BOX BEAM (5B34) | LF | 2,590.490 | 150.00000 | 1 | ||
| 425 2016 | PRESTR CONC SLAB BEAM (4SB15) | LF | 2,571.460 | 112.98815 | 2 | ||
| 425 2017 | PRESTR CONC SLAB BEAM (5SB15) | LF | 5,483.950 | 125.67548 | 4 | ||
| 425 2065 | PRESTR CONC GIRDER (TX34) | LF | 1,952.520 | 140.00000 | 1 | ||
| 425 2068 | PRESTR CONC GIRDER (TX54) | LF | 21,390.370 | 111.84562 | 2 | ||
| 425 2069 | PRESTR CONC GIRDER (TX62) | LF | 9,061.110 | 129.51557 | 2 | ||
| 425 2070 | PRESTR CONC GIRDER (TX70) | LF | 1,475.000 | 150.00000 | 1 | ||
| 427 2009 | CONCRETE PAINT (EXISTING CONCRETE) | SF | 11,320.000 | .25000 | 1 | ||
| 429 2008 | CNC STR REP (VERTICAL OR OVERHEAD) | SF | 15.000 | 85.00000 | 1 | ||
| 430 2002 | CL C CONC FOR EXT STR (ABUT) | CY | 79.500 | 914.98704 | 4 | ||
| 430 2003 | CL C CONC FOR EXT STR (BENT) | CY | 199.600 | 1,144.23848 | 4 | ||
| 430 2004 | CL S CONC FOR EXT STR (SLAB) | CY | 82.000 | 600.00000 | 1 | ||
| 430 2015 | CL C CONC FOR EXT STRU (CULV) (10'X 8') | LF | 32.000 | 800.00000 | 1 | ||
| 430 2022 | CL S CONC FOR EXT STR (PAN GIRDER) | CY | 90.750 | 500.00000 | 1 | ||
| 430 2055 | CL S CONC FOR EXT STR (APPR SLAB) | CY | 50.000 | 350.00000 | 1 | ||
| 430 2059 | CL C CONC FOR EXT STRU (CULV) (8'X4') | LF | 24.000 | 600.00000 | 1 | ||
| 432 2001 | RIPRAP (CONC) (4 IN) | CY | 5,370.170 | 330.38612 | 17 | ||
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 123.000 | 500.00000 | 606.600 | 395.06194 | 8 |
| 432 2010 | RIPRAP (STONE TY F) (DRY) (8 IN) | CY | 20.000 | 250.00000 | 1 | ||
| 432 2019 | RIPRAP (STONE PROTECTION) (12 IN) | CY | 154.000 | 139.22078 | 3 | ||
| 432 2020 | RIPRAP (STONE PROTECTION) (15 IN) | CY | 896.000 | 100.00000 | 1 | ||
| 432 2023 | RIPRAP (STONE PROTECTION) (24 IN) | CY | 2,414.000 | 82.33637 | 2 | ||
| 432 2033 | RIPRAP (STONE COMMON) (DRY) (12 IN) | CY | 105.000 | 115.00000 | 1 | ||
| 432 2038 | RIPRAP (CONC) (CL A ) | CY | 46.800 | 364.61538 | 2 | ||
| 432 2039 | RIPRAP (MOW STRIP) (4 IN) | CY | 622.500 | 405.68361 | 15 | ||
| 432 2043 | BEDDING MATERIAL (3 IN) | CY | 46.000 | 25.00000 | 1 | ||
| 432 2048 | RIPRAP (CONC) (FLUME) | CY | 92.000 | 450.00000 | 1 | ||
| 432 2062 | RIPRAP (CONC) (4 IN) (HDWL) | CY | 6.000 | 471.50000 | 1 | ||
| 432 2066 | RIPRAP (CONC) (CL B) | CY | 953.750 | 333.77170 | 8 | ||
| 432 2084 | RIPRAP (CONC) (CL B) (4") | CY | 862.000 | 345.69390 | 6 | ||
| 438 2001 | CLEAN EXIST JOINTS | LF | 344.100 | 20.00000 | 1 | ||
| 438 2002 | CLEAN AND SEAL EXIST JOINTS | LF | 38.300 | 115.00000 | 1 | ||
| 442 2001 | STR STL (ROLLED BEAM) | LB | 358,539.000 | 1.55000 | 1 | ||
| 442 2007 | STR STL (RAILROAD THROUGH - GIRDER) | LB | 788,200.000 | 2.00000 | 1 | ||
| 442 2015 | STR STL (MISCELLANEOUS) (DOMESTIC) | LB | 16,972.000 | .90000 | 1 | ||
| 442 2048 | STRUCTURAL STEEL (MISC NON - BRIDGE) | LB | 7,186.000 | 8.24475 | 8 | ||
| 450 2001 | RAIL (TY T101) | LF | 325.000 | 64.35000 | 1 | ||
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