AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - SAN ANGELO DISTRICT
Last Update: Friday, May 3, 2013
| ITEMS 400 2005 TO 496 2010 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0170 0216 - 0247 0310 - 0360 0400 - 0496 0500 - 0560 0610 - 0690 |
1122 - 1122 3150 - 3259 4013 - 4013 5049 - 5369 6007 - 6266 8251 - 8864 |
400 2005 - 496 2010 |
| Item No | Description | Units | April 30, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 400 2005 | CEM STABIL BKFL | CY | 686.000 | 102.78041 | 2 | ||
| 403 2001 | TEMPORARY SPL SHORING | SF | 2,666.000 | 17.06000 | 1 | ||
| 416 2001 | DRILL SHAFT (18 IN) | LF | 256.000 | 47.07000 | 1 | ||
| 416 2004 | DRILL SHAFT (36 IN) | LF | 1,168.000 | 129.83000 | 1 | ||
| 416 2029 | DRILL SHAFT (RDWY ILL POLE) (30 IN) | LF | 240.000 | 110.00000 | 1 | ||
| 416 2032 | DRILL SHAFT (TRF SIG POLE) (36 IN) | LF | 118.000 | 180.00000 | 1 | ||
| 420 2001 | CL A CONC (MISC) | CY | 11.800 | 1,000.00000 | 1 | ||
| 420 2003 | CL C CONC (ABUT) | CY | 167.200 | 473.92996 | 1 | ||
| 420 2004 | CL C CONC (BENT) | CY | 583.200 | 727.05000 | 1 | ||
| 420 2033 | CL S CONC (APPR SLAB) | CY | 231.600 | 350.30000 | 1 | ||
| 422 2001 | REINF CONC SLAB | SF | 29,600.000 | 16.36000 | 1 | ||
| 423 2006 | RETAINING WALL (CONC BLOCK) | SF | 682.000 | 17.01000 | 1 | ||
| 425 2068 | PRESTR CONC GIRDER (TX54) | LF | 4,278.820 | 139.33000 | 1 | ||
| 428 2002 | CONC SURF TREAT (CLASS II) | SY | 3,228.000 | 2.57000 | 1 | ||
| 430 2008 | CL C CONC FOR EXT STRU (CULV) (3'X 3') | LF | 4.000 | 446.00000 | 1 | ||
| 430 2009 | CL C CONC FOR EXT STRU (CULV) (6'X 3') | LF | 10.000 | 744.00800 | 2 | ||
| 430 2012 | CL C CONC FOR EXT STRU (CULV) (3'X 2') | LF | 56.000 | 334.89929 | 2 | ||
| 430 2020 | CL C CONC FOR EXT STR (CULV) (4'X 2') | LF | 35.000 | 655.82400 | 2 | ||
| 430 2023 | CL C CONC FOR EXT STRU (CULV) (5' X 3') | LF | 20.000 | 545.58000 | 1 | ||
| 430 2024 | CL C CONC FOR EXT STR (CULV) (5'X 4') | LF | 4.000 | 633.00000 | 1 | ||
| 430 2034 | CL C CONC FOR EXT STR (CULV) (10'X7') | LF | 3.000 | 1,100.00000 | 1 | ||
| 430 2035 | CL C CONC FOR EXT STRU (CULV) (4'X3') | LF | 16.000 | 373.94000 | 1 | ||
| 430 2037 | CL C CONC FOR EXT STRU (CULV) (2 - 5'X2') | LF | 4.000 | 1,621.73000 | 1 | ||
| 430 2044 | CL C CONC FOR EXT STR (CULV) (2 - 5'X3') | LF | 4.000 | 1,000.00000 | 1 | ||
| 430 2045 | CL C CONC FOR EXT STRU (CULV) (8'X6') | LF | 5.000 | 947.00000 | 1 | ||
| 430 2051 | CL C CONC FOR EXT STR (CULV) 5' X 2' | LF | 45.000 | 818.14000 | 1 | ||
| 430 2057 | CL C CONC FOR EXT STRUC (CULV) (4'X4') | LF | 5.000 | 573.00000 | 1 | ||
| 430 2058 | CL C CONC FOR EXT STRUC (CULV) (10'X5' | LF | 8.000 | 1,678.78000 | 1 | ||
| 430 2060 | CL C CONC FOR EXT STRU (CULV) (7'X3') | LF | 8.000 | 788.30000 | 2 | ||
| 430 2079 | CL C CONC FOR EXT STRU (CULV) (2 - 5'X4') | LF | 4.000 | 1,100.00000 | 1 | ||
| 430 2119 | CL C CONC FOR EXT STRU (CULV) (8'X 7') | LF | 3.000 | 1,000.00000 | 1 | ||
| 432 2001 | RIPRAP (CONC) (4 IN) | CY | 198.600 | 331.16581 | 3 | ||
| 432 2002 | RIPRAP (CONC) (5 IN) | CY | 76.600 | 561.26292 | 4 | ||
| 432 2039 | RIPRAP (MOW STRIP) (4 IN) | CY | 171.000 | 451.21018 | 3 | ||
| 432 2046 | RIPRAP (CONC) (CL A) (5 IN) | CY | 96.000 | 438.20000 | 1 | ||
| 432 2050 | RIPRAP (CONC) (CL B) (5 IN) | CY | 229.700 | 550.00000 | 1 | ||
| 438 2001 | CLEAN EXIST JOINTS | LF | 167.000 | 12.26000 | 1 | ||
| 438 2002 | CLEAN AND SEAL EXIST JOINTS | LF | 1,603.000 | 18.29397 | 2 | ||
| 439 2008 | DENSE CONC OVERLAY (2 IN) | SY | 2,906.000 | 96.70000 | 1 | ||
| 442 2048 | STRUCTURAL STEEL (MISC NON - BRIDGE) | LB | 444.000 | 3.85000 | 1 | ||
| 450 2025 | RAIL (TY PR1) | LF | 722.500 | 69.40000 | 1 | ||
| 450 2044 | RAIL (PEDESTRIAN) (SPL) | LF | 120.000 | 160.00000 | 1 | ||
| 450 2161 | RAIL (TY T223) | LF | 1,632.000 | 78.22000 | 1 | ||
| 454 2001 | SEALED EXPANSION JOINT (4 IN) (SEJ - A) | LF | 218.000 | 88.06000 | 1 | ||
| 460 2001 | CMP (GAL STL 12 IN) | LF | 4.000 | 225.00000 | 1 | ||
| 460 2003 | CMP (GAL STL 18 IN) | LF | 278.000 | 70.11022 | 3 | ||
| 460 2004 | CMP (GAL STL 24 IN) | LF | 40.630 | 155.00000 | 1 | ||
| 460 2008 | CMP (GAL STL 42 IN) | LF | 5.800 | 196.10000 | 1 | ||
| 460 2015 | CMP AR (GAL STL DES 3) | LF | 24.000 | 93.55000 | 1 | ||
| 464 2003 | RC PIPE (CL III) (18 IN) | LF | 100.000 | 93.40000 | 1 | ||
| 464 2005 | RC PIPE (CL III) (24 IN) | LF | 2.170 | 600.00000 | 1 | ||
| 465 2003 | INLET (COMPL) (TY H) | EA | 1.000 | 2,824.43000 | 1 | ||
| 465 2007 | INLET EXT (TY C) | EA | 1.000 | 1,283.13000 | 1 | ||
| 465 2019 | INLET (STAGE II) (TY C) | EA | 1.000 | 6,428.74000 | 1 | ||
| 466 2023 | WINGWALL (FW - 0) (HW=7 FT) | EA | 1.000 | 10,305.97000 | 1 | ||
| 466 2024 | WINGWALL (FW - 0) (HW=8 FT) | EA | 1.000 | 9,700.00000 | 1 | ||
| 466 2025 | WINGWALL (FW - 0) (HW=9 FT) | EA | 1.000 | 10,900.00000 | 1 | ||
| 466 2026 | WINGWALL (FW - 0) (HW=10 FT) | EA | 1.000 | 13,300.00000 | 1 | ||
| 466 2034 | WINGWALL (FW - S) (HW=4 FT) | EA | 2.000 | 9,628.75000 | 1 | ||
| 466 2145 | HEADWALL (CH - PW - S) (DIA= 42 IN) | EA | 1.000 | 3,774.58000 | 1 | ||
| 466 2184 | HEADWALL (CH - PW - A - 0) (DES= 3) | EA | 1.000 | 7,198.28000 | 1 | ||
| 467 2023 | SET (TY I) (S= 3 FT) (HW= 3 FT) (3: 1) (C) | EA | 4.000 | 5,792.95000 | 1 | ||
| 467 2024 | SET (TY I) (S= 3 FT) (HW= 4 FT) (3: 1) (C) | EA | 9.000 | 5,840.52778 | 2 | ||
| 467 2025 | SET (TY I) (S= 3 FT) (HW= 5 FT) (3: 1) (C) | EA | 1.000 | 7,800.00000 | 1 | ||
| 467 2030 | SET (TY I) (S= 4 FT) (HW= 3 FT) (3: 1) (C) | EA | 1.000 | 5,946.21000 | 1 | ||
| 467 2031 | SET (TY I) (S= 4 FT) (HW= 4 FT) (3: 1) (C) | EA | 1.000 | 6,314.01000 | 1 | ||
| 467 2032 | SET (TY I) (S= 4 FT) (HW= 5 FT) (3: 1) (C) | EA | 3.000 | 8,079.95333 | 2 | ||
| 467 2038 | SET (TY I) (S= 5 FT) (HW= 3 FT) (3: 1) (C) | EA | 2.000 | 4,516.99000 | 1 | ||
| 467 2039 | SET (TY I) (S= 5 FT) (HW= 4 FT) (3: 1) (C) | EA | 4.000 | 5,842.88000 | 2 | ||
| 467 2040 | SET (TY I) (S= 5 FT) (HW= 5 FT) (3: 1) (C) | EA | 4.000 | 6,949.30750 | 2 | ||
| 467 2041 | SET (TY I) (S= 5 FT) (HW= 6 FT) (3: 1) (C) | EA | 4.000 | 8,012.82000 | 2 | ||
| 467 2049 | SET (TY I) (S= 6 FT) (HW= 5 FT) (3: 1) (C) | EA | 2.000 | 8,605.90000 | 2 | ||
| 467 2058 | SET (TY I) (S= 7 FT) (HW= 5 FT) (3: 1) (C) | EA | 2.000 | 9,136.20000 | 2 | ||
| 467 2067 | SET (TY I) (S= 8 FT) (HW= 6 FT) (3: 1) (C) | EA | 3.000 | 8,800.00000 | 1 | ||
| 467 2075 | SET (TY I) (S= 9 FT) (HW= 7 FT) (3: 1) (C) | EA | 1.000 | 16,300.00000 | 1 | ||
| 467 2114 | SET (TY I) (S= 5 FT) (HW= 4 FT) (4: 1) (C) | EA | 6.000 | 2,952.82000 | 1 | ||
| 467 2236 | SET (TY II) (24 IN) (RCP) (6: 1) (C) | EA | 1.000 | 2,000.00000 | 1 | ||
| 467 2249 | SET (TY II) (24 IN) (CMP) (3: 1) (C) | EA | 5.000 | 2,000.00000 | 1 | ||
| 467 2273 | SET (TY II) (18 IN) (CMP) (6: 1) (C) | EA | 8.000 | 965.00000 | 1 | ||
| 467 2286 | SET (TY II) (18 IN) (RCP) (6: 1) (P) | EA | 4.000 | 1,399.36000 | 1 | ||
| 467 2301 | SET (TY II) (18 IN) (CMP) (6: 1) (P) | EA | 6.000 | 1,514.14000 | 1 | ||
| 467 2447 | SET (TY I) (S=10 FT) (HW=4 FT) (3: 1) (C) | EA | 1.000 | 6,887.38000 | 1 | ||
| 479 2004 | ADJ MANHS (SANITARY) | EA | 4.000 | 604.38000 | 1 | ||
| 480 2001 | CLEAN EXIST CULVS | EA | 2.000 | 2,909.78000 | 2 | ||
| 496 2010 | REMOV STR (BRIDGE 100 - 499 FT LENGTH) | EA | 2.000 | 38,515.04000 | 1 | ||
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