AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - AUSTIN DISTRICT
Last Update: Thursday, May 30, 2013
| ITEMS 400 2001 TO 454 2006 |
| Item No | Description | Units | May 31, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2001 | STRUCT EXCAV | CY | 1,608.770 | 31.71432 | 3 | ||
| 400 2003 | STRUCT EXCAV (PIPE) | CY | 30,896.000 | .50000 | 31,389.000 | .61445 | 3 |
| 400 2004 | STRUCT EXCAV (BRIDGE) | CY | 1,160.000 | 15.00000 | 1 | ||
| 400 2005 | CEM STABIL BKFL | CY | 3,154.000 | 102.67042 | 4 | ||
| 400 2006 | CUT & RESTORING PAV | SY | 305.000 | 95.43443 | 5 | ||
| 400 2008 | CUT & RESTORING PAV (ASPH) | SY | 193.000 | 71.60622 | 2 | ||
| 401 2001 | FLOWABLE BACKFILL | CY | 382.000 | 141.23246 | 9 | ||
| 402 2001 | TRENCH EXCAVATION PROTECTION | LF | 7,847.550 | 1.34000 | 13,136.550 | 2.04886 | 7 |
| 402 2003 | TRENCH EXCAVATION PROTECTION F | LF | 21.000 | 8.00000 | 1 | ||
| 403 2001 | TEMPORARY SPL SHORING | SF | 10,490.000 | 16.63654 | 7 | ||
| 416 2001 | DRILL SHAFT (18 IN) | LF | 124.000 | 100.00000 | 1 | ||
| 416 2002 | DRILL SHAFT (24 IN) | LF | 427.000 | 125.44000 | 2,476.000 | 117.33355 | 5 |
| 416 2003 | DRILL SHAFT (30 IN) | LF | 1,444.000 | 204.97230 | 2 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 246.000 | 147.09000 | 1,085.000 | 159.40013 | 4 |
| 416 2006 | DRILL SHAFT (48 IN) | LF | 100.000 | 226.00000 | 1 | ||
| 416 2007 | DRILL SHAFT (54 IN) | LF | 15.000 | 385.00000 | 1 | ||
| 416 2016 | DRILL SHAFT (SIGN MTS) (12 IN) | LF | 22.000 | 70.00000 | 1 | ||
| 416 2018 | DRILL SHAFT (SIGN MTS) (24 IN) | LF | 74.000 | 95.56757 | 2 | ||
| 416 2019 | DRILL SHAFT (SIGN MTS) (30 IN) | LF | 48.000 | 300.00000 | 1 | ||
| 416 2020 | DRILL SHAFT (SIGN MTS) (36 IN) | LF | 116.000 | 165.00000 | 1 | ||
| 416 2023 | DRILL SHAFT (SIGN MTS) (54 IN) | LF | 15.000 | 338.00000 | 1 | ||
| 416 2029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 6.000 | 300.00000 | 98.000 | 166.53061 | 4 |
| 416 2030 | DRILL SHAFT (TRF SIG POLE) (24 IN) | LF | 60.000 | 190.00000 | 1 | ||
| 416 2031 | DRILL SHAFT (TRF SIG POLE) (30 IN) | LF | 247.500 | 125.91313 | 4 | ||
| 416 2032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 955.400 | 184.66527 | 6 | ||
| 416 2033 | DRILL SHAFT (TRF SIG POLE) (42 IN) | LF | 18.000 | 190.00000 | 1 | ||
| 416 2034 | DRILL SHAFT (TRF SIG POLE) (48 IN) | LF | 378.500 | 325.56972 | 4 | ||
| 416 2055 | DRILL SHAFT (TRF SIG POLE) (30 IN) (ROCK | LF | 68.000 | 154.58824 | 2 | ||
| 416 2056 | DRILL SHAFT (TRF SIG POLE) (36 IN) (ROCK | LF | 81.000 | 192.04938 | 2 | ||
| 420 2003 | CL C CONC (ABUT) | CY | 50.900 | 685.00000 | 312.500 | 784.60000 | 5 |
| 420 2004 | CL C CONC (BENT) | CY | 30.300 | 787.74983 | 333.400 | 986.17522 | 6 |
| 420 2005 | CL C CONC (FOOTING) | CY | 5.000 | 1,000.00000 | 1 | ||
| 420 2006 | CL C CONC (RAIL FOUNDATION) | CY | 7.000 | 440.00000 | 1 | ||
| 420 2009 | CL C CONC (HDWL) | CY | 4.000 | 600.00000 | 1 | ||
| 420 2013 | CL C CONC (MISC) | CY | 29.000 | 400.00000 | 1 | ||
| 420 2029 | CL S CONC (SLAB) | CY | 241.300 | 443.80439 | 2 | ||
| 420 2033 | CL S CONC (APPR SLAB) | CY | 132.200 | 426.02118 | 2 | ||
| 420 2034 | CL S CONC (BRIDGE SDWLK) | CY | 24.400 | 425.00000 | 1 | ||
| 420 2058 | CL C CONC (COLLAR) | CY | 3.000 | 600.00000 | 1 | ||
| 420 2101 | CL A CONC (RAMPS, STAIRS AND WALLS) | CY | 4.000 | 1,300.00000 | 1 | ||
| 420 2124 | CL S CONC (SLAB) | SF | 4,420.000 | 19.87000 | 4,420.000 | 19.87000 | 1 |
| 422 2001 | REINF CONC SLAB | SF | 19,090.000 | 14.96988 | 2 | ||
| 423 2035 | RETAINING WALL (MSE) (WELDED WIRE FACE) | SF | 14,730.000 | 58.69000 | 14,730.000 | 58.69000 | 1 |
| 425 2014 | PRESTR CONC SLAB BEAM (4SB12) | LF | 427.300 | 120.00000 | 1 | ||
| 425 2015 | PRESTR CONC SLAB BEAM (5SB12) | LF | 245.000 | 154.30000 | 1,099.700 | 127.64163 | 2 |
| 425 2016 | PRESTR CONC SLAB BEAM (4SB15) | LF | 1,979.800 | 150.00000 | 1 | ||
| 425 2017 | PRESTR CONC SLAB BEAM (5SB15) | LF | 222.500 | 170.28000 | 222.500 | 170.28000 | 1 |
| 425 2064 | PRESTR CONC GIRDER (TX28) | LF | 298.000 | 174.41000 | 3,745.410 | 140.02843 | 4 |
| 427 2005 | EPOXY PAINT FINISH | SF | 4.000 | 500.00000 | 1 | ||
| 428 2001 | CONC SURF TREAT (CLASS I) | SY | 1,642.000 | 2.50000 | 2 | ||
| 428 2002 | CONC SURF TREAT (CLASS II) | SY | 2,940.400 | 2.76738 | 3 | ||
| 429 2008 | CNC STR REP (VERTICAL OR OVERHEAD) | SF | 10.000 | 150.00000 | 1 | ||
| 430 2002 | CL C CONC FOR EXT STR (ABUT) | CY | 41.100 | 900.00000 | 1 | ||
| 430 2004 | CL S CONC FOR EXT STR (SLAB) | CY | 216.100 | 800.00000 | 1 | ||
| 430 2007 | CL C CONC FOR EXT STRU (CULV) (6'X 6') | LF | 10.000 | 732.89000 | 10.000 | 732.89000 | 1 |
| 430 2009 | CL C CONC FOR EXT STRU (CULV) (6'X 3') | LF | 6.400 | 709.66875 | 6.400 | 709.66875 | 1 |
| 430 2016 | CL C CONC FOR EXT STRU (CULV) (7'X 5') | LF | 40.000 | 495.95000 | 1 | ||
| 430 2038 | CL C CONC FOR EXT STRU (CULV) (9'X 5') | LF | 20.000 | 599.50000 | 1 | ||
| 430 2040 | CL C CONC FOR EXT STRU (CULV) (7'X 6') | LF | 97.200 | 534.10000 | 1 | ||
| 430 2046 | CL C CONC FOR EXT STRU (CULV) (2 - 6'X4') | LF | 20.000 | 959.13000 | 20.000 | 959.13000 | 1 |
| 430 2059 | CL C CONC FOR EXT STRU (CULV) (8'X4') | LF | 46.000 | 700.92500 | 2 | ||
| 430 2072 | CL C CONC FOR EXT STRU (CULV) (9'X 6') | LF | 45.400 | 610.40000 | 1 | ||
| 430 2100 | CL C CONC FOR EXT STR (CULV) (6'X 2') | LF | 62.700 | 593.92998 | 62.700 | 593.92998 | 1 |
| 430 2201 | CL C CONC FOR EXT STRU (CULV) (7FTX4FT) | LF | 128.700 | 479.60000 | 1 | ||
| 432 2001 | RIPRAP (CONC) (4 IN) | CY | 18.100 | 350.00000 | 416.900 | 375.95083 | 8 |
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 1.100 | 750.00000 | 489.060 | 362.98526 | 15 |
| 432 2006 | RIPRAP (STONE TY R) (DRY) (8 IN) | CY | 113.000 | 141.32000 | 113.000 | 141.32000 | 1 |
| 432 2015 | RIPRAP (STONE COMMON) (DRY) (6 IN) | CY | 20.000 | 78.90000 | 2 | ||
| 432 2021 | RIPRAP (STONE PROTECTION) (18 IN) | CY | 212.000 | 137.50000 | 1 | ||
| 432 2027 | RIPRAP (SPECIAL) | CY | 43.100 | 360.00000 | 72.700 | 402.07510 | 2 |
| 432 2030 | RIPRAP (CONC) (CL C) | CY | 2.000 | 586.39000 | 2.000 | 586.39000 | 1 |
| 432 2033 | RIPRAP (STONE COMMON) (DRY) (12 IN) | CY | 301.000 | 114.02807 | 783.000 | 106.01181 | 8 |
| 432 2036 | RIPRAP (STONE TY R) (DRY) (12 IN) | CY | 18.000 | 150.00000 | 1 | ||
| 432 2039 | RIPRAP (MOW STRIP) (4 IN) | CY | 79.000 | 351.76000 | 1,084.700 | 348.80782 | 11 |
| 432 2040 | RIPRAP (MOW STRIP) (5 IN) | CY | 76.700 | 351.75997 | 96.700 | 372.07849 | 2 |
| 432 2044 | RIRRAP (STONE COMMON) (DRY) (15 IN) | CY | 32.000 | 225.00000 | 1 | ||
| 432 2050 | RIPRAP (CONC) (CL B) (5 IN) | CY | 38.000 | 380.52632 | 3 | ||
| 432 2066 | RIPRAP (CONC) (CL B) | CY | 2.700 | 500.00000 | 1 | ||
| 432 2071 | RIPRAP (STONE COMMON) (DRY) (24 IN) | CY | 364.000 | 125.99901 | 3 | ||
| 432 2072 | RIPRAP (CONC) (CL B) (RR8 & RR9) | CY | 35.900 | 400.00000 | 1 | ||
| 442 2047 | STRUCTURAL STEEL (MISCELLANEOUS BRIDGE) | LB | 444.000 | 8.00000 | 1 | ||
| 450 2013 | RAIL (TY SSTR) | LF | 2,486.500 | 63.53000 | 2,486.500 | 63.53000 | 1 |
| 450 2018 | RAIL (TY C411) | LF | 234.800 | 120.00000 | 1 | ||
| 450 2021 | RAIL (TY T101RC) | LF | 450.000 | 42.95100 | 1 | ||
| 450 2025 | RAIL (TY PR1) | LF | 57.000 | 90.00000 | 1 | ||
| 450 2026 | RAIL (TY PR2) | LF | 424.500 | 62.60999 | 1 | ||
| 450 2064 | RAIL (TY C221) | LF | 35.000 | 341.59000 | 1 | ||
| 450 2072 | RAIL (HANDRAIL) (TY A) | LF | 500.000 | 75.00000 | 1 | ||
| 450 2077 | RAIL (HANDRAIL) (TY F) | LF | 198.000 | 100.00000 | 2 | ||
| 450 2143 | RAILING (TY T551) | LF | 541.920 | 50.00000 | 1 | ||
| 450 2146 | RAIL (TY T552) | LF | 618.000 | 50.00000 | 1 | ||
| 450 2154 | RAIL (TY T1W) | LF | 212.000 | 145.00000 | 1 | ||
| 450 2161 | RAIL (TY T223) | LF | 404.000 | 67.13000 | 1,176.000 | 58.09486 | 3 |
| 450 2166 | RAIL (TY C223) | LF | 240.000 | 60.00000 | 1 | ||
| 450 2168 | RAIL (TY T1W) (RETROFIT) | LF | 1,293.000 | 155.00000 | 1 | ||
| 452 2006 | REMOV RAIL (TY T1) | LF | 1,283.330 | 5.00000 | 1 | ||
| 452 2007 | REMOVE RAIL (TY 6) | LF | 130.000 | 2.00000 | 1 | ||
| 454 2004 | ARMOR JOINT | LF | 84.000 | 70.00000 | 1 | ||
| 454 2005 | ARMOR JOINT (WITH SEAL) | LF | 44.000 | 109.60000 | 449.000 | 73.84267 | 4 |
| 454 2006 | HEADER TYPE EXPANSION JOINT | LF | 255.000 | 75.00000 | 1 | ||
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