AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - SAN ANGELO DISTRICT

Last Update: Monday, March 31, 2014
ITEMS 400 2005 TO 467 2114
Items Items Bid Code Range
0100 - 0164
0216 - 0251
0310 - 0356
0400 - 0496
0500 - 0560
0618 - 0690
1122 - 1122
3213 - 3270
5369 - 5522
8020 - 8251
400 2005 - 467 2114
467 2115 - 496 2010
Item No Description Units March 31, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
400 2005 CEM STABIL BKFL CY     353.500 293.62758 4
400 2006 CUT & RESTORING PAV SY     66.000 138.47000 1
401 2001 FLOWABLE BACKFILL CY     20.000 442.91000 1
403 2001 TEMPORARY SPL SHORING SF     374.000 64.50000 1
416 2002 DRILL SHAFT (24 IN) LF     138.000 425.00000 1
416 2004 DRILL SHAFT (36 IN) LF     1,100.000 187.64000 1
420 2003 CL C CONC (ABUT) CY     106.000 1,275.08160 2
420 2004 CL C CONC (BENT) CY     135.400 1,005.41684 2
420 2034 CL S CONC (BRIDGE SDWLK) CY     18.400 1,379.88967 1
420 2035 CL S CONC (CIP SLAB SPAN) CY     86.200 650.00000 1
420 2256 CL S CONC (APPR SLAB) (HPC) CY     120.800 691.92997 1
422 2003 REINF CONC SLAB (HPC) (CL S) SF     25,492.500 24.86000 1
425 2067 PRESTR CONC GIRDER (TX46) LF     3,613.500 199.37000 1
428 2002 CONC SURF TREAT (CLASS II) SY     204.000 4.00000 1
430 2009 CL C CONC FOR EXT STRU (CULV) (6'X 3') LF     64.000 571.96000 1
430 2010 CL C CONC FOR EXT STRU (CULV) (5'X 5') LF     62.700 513.29219 2
430 2012 CL C CONC FOR EXT STRU (CULV) (3'X 2') LF     41.400 255.78986 1
430 2019 CL C CONC FOR EXT STRU (CULV) (6'X 4') LF     64.000 511.75000 1
430 2020 CL C CONC FOR EXT STR (CULV) (4'X 2') LF     103.300 307.03379 2
430 2023 CL C CONC FOR EXT STRU (CULV) (5' X 3') LF     73.900 429.85304 2
430 2024 CL C CONC FOR EXT STR (CULV) (5'X 4') LF     160.000 391.34000 1
430 2035 CL C CONC FOR EXT STRU (CULV) (4'X3') LF     62.900 369.62528 3
430 2037 CL C CONC FOR EXT STRU (CULV) (2 - 5'X2') LF     65.000 644.76154 2
430 2040 CL C CONC FOR EXT STRU (CULV) (7'X 6') LF     24.000 421.44000 1
430 2044 CL C CONC FOR EXT STR (CULV) (2 - 5'X3') LF     89.000 750.56000 1
430 2045 CL C CONC FOR EXT STRU (CULV) (8'X6') LF     52.500 736.54895 2
430 2047 CL C CONC FOR EXT STRU (CULV) (2 - 7'X4') LF     59.600 1,008.56997 1
430 2048 CL C CONC FOR EXT STRU (CULV) (3 - 8'X4') LF     30.000 1,570.42000 1
430 2051 CL C CONC FOR EXT STR (CULV) 5' X 2' LF     96.400 525.92676 3
430 2052 CL C CONC FOR EXT STR (CULV) 3 - 5' X 2' LF     14.600 1,007.55000 1
430 2054 CL C CONC FOR EXT STR (CULV) 3 - 6' X 3' LF     22.600 1,172.75000 1
430 2060 CL C CONC FOR EXT STRU (CULV) (7'X3') LF     20.800 603.90000 1
430 2066 CL C CONC FOR EXT STRU (CULV) (2 - 10'X6' LF     81.800 1,538.01051 2
430 2087 CL C CONC FOR EXT STR (CULV) (5 - 10'X8') LF     24.700 3,870.08988 1
430 2088 CL C CONC FOR EXT STR (CULV) (2 - 8'X5') LF     44.700 1,380.32998 1
430 2108 CL C CONC FOR EXT STRU (CULV) (2 - 8'X6') LF     31.700 1,290.02997 1
430 2139 CL C CONC FOR EXT STR (CULV) (2 - 8'X4') LF     73.400 1,152.68665 2
430 2140 CL C CONC FOR EXT STRU (CULV) (4 - 8'X 4' LF     14.400 2,141.47986 1
430 2142 CL C CONC FOR EXT STRU (CULV) (2 - 5'X5') LF     28.900 879.56990 1
430 2154 CL C CONC FOR EXT STRU (CULV) (3 - 8'X5') LF     16.400 1,881.12988 1
430 2157 CL C CONC FOR EXT STR (CULV) (2 - 7'X3') LF     70.000 883.02900 2
430 2200 CL C CONC FOR EXT STRU (CULV) (6 - 7FTX4FT LF     18.900 2,498.38995 1
430 2247 CL C CONC FOR EXT STRU (CULV) (4 - 9'X5') LF     34.700 2,682.26974 1
430 2248 CL C CONC FOR EXT STRU (CULV) (12 - 10'X8' LF     24.700 9,315.10000 1
430 2249 CL C CONC FOR EXT STRU (CULV) (9 - 10'X7' LF     24.700 6,816.00000 1
430 2251 CL C CONC FOR EXT STRU (CULV) (5 - 8'X7') LF     19.800 3,283.70960 1
430 2252 CL C CONC FOR EXT STR (CULV) (10 - 10'X8') LF     28.700 7,974.72997 1
430 2253 CL C CONC FOR EXT STR (CULV) (5 - 10'X10') LF     24.700 4,104.63968 1
430 2254 CL C CONC FOR EXT STR (CLV) (10 - 10'X10') LF     24.700 8,502.46964 1
430 2255 CL C CONC FOR EXT STRU (CULV) (6 - 10'X8') LF     24.700 4,691.01984 1
432 2001 RIPRAP (CONC) (4 IN) CY     32.600 738.22147 4
432 2002 RIPRAP (CONC) (5 IN) CY     440.400 559.78635 3
432 2039 RIPRAP (MOW STRIP) (4 IN) CY     1,130.000 483.83490 7
432 2050 RIPRAP (CONC) (CL B) (5 IN) CY     841.600 450.70269 4
438 2002 CLEAN AND SEAL EXIST JOINTS LF     460.000 20.97000 1
450 2025 RAIL (TY PR1) LF     70.167 130.72997 1
450 2080 RAIL (TY T221) LF     1,260.340 258.92792 3
450 2155 RAIL (TY T223) (RETROFIT) LF     414.500 138.46999 1
450 2161 RAIL (TY T223) LF     177.000 60.00000 1
450 2206 RAIL (TY T223) (HPC) LF     704.000 105.55000 1
452 2003 REMOV RAIL (CONC POST & MTL ELEMENTS) LF     416.000 12.04000 1
454 2009 SEALED EXPANSION JOINT (5 IN) (SEJ - A) LF     146.500 123.14000 1
460 2003 CMP (GAL STL 18 IN) LF     233.000 62.61000 1
460 2004 CMP (GAL STL 24 IN) LF     111.500 63.52439 3
460 2005 CMP (GAL STL 30 IN) LF     122.700 76.71997 1
460 2015 CMP AR (GAL STL DES 3) LF     16.600 77.32952 1
462 2001 CONC BOX CULV (3 FT X 2 FT) LF     309.300 351.82997 1
464 2005 RC PIPE (CL III) (24 IN) LF     183.600 93.07761 3
464 2009 RC PIPE (CL III) (36 IN) LF     25.200 166.55992 1
464 2012 RC PIPE (CL III) (54 IN) LF     16.900 475.87988 1
464 2064 RC PIPE (ARCH) (CL III) (DES 3) LF     18.500 237.94000 1
466 2022 WINGWALL (FW - 0) (HW=6 FT) EA     8.000 7,410.77500 3
466 2023 WINGWALL (FW - 0) (HW=7 FT) EA     14.000 10,752.38714 4
466 2024 WINGWALL (FW - 0) (HW=8 FT) EA     5.000 14,533.44000 2
466 2025 WINGWALL (FW - 0) (HW=9 FT) EA     10.000 19,646.08600 2
466 2027 WINGWALL (FW - 0) (HW=11 FT) EA     4.000 25,800.59000 1
466 2065 HEADWALL (CH - FW - 0) (DIA= 24 IN) EA     4.000 3,300.34750 2
466 2067 HEADWALL (CH - FW - 0) (DIA= 30 IN) EA     2.000 4,173.31000 1
466 2069 HEADWALL (CH - FW - 0) (DIA= 36 IN) EA     2.000 2,974.27000 1
467 2023 SET (TY I) (S= 3 FT) (HW= 3 FT) (3: 1) (C) EA     4.000 3,450.16000 1
467 2030 SET (TY I) (S= 4 FT) (HW= 3 FT) (3: 1) (C) EA     8.000 3,569.13000 1
467 2031 SET (TY I) (S= 4 FT) (HW= 4 FT) (3: 1) (C) EA     2.000 4,996.78000 1
467 2032 SET (TY I) (S= 4 FT) (HW= 5 FT) (3: 1) (C) EA     2.000 10,235.07000 1
467 2033 SET (TY I) (S= 4 FT) (HW= 6 FT) (3: 1) (C) EA     2.000 11,680.02000 1
467 2038 SET (TY I) (S= 5 FT) (HW= 3 FT) (3: 1) (C) EA     6.000 3,152.73000 1
467 2040 SET (TY I) (S= 5 FT) (HW= 5 FT) (3: 1) (C) EA     4.000 6,983.93000 1
467 2041 SET (TY I) (S= 5 FT) (HW= 6 FT) (3: 1) (C) EA     28.000 7,104.34000 1
467 2042 SET (TY I) (S= 5 FT) (HW= 7 FT) (3: 1) (C) EA     10.000 7,104.34000 1
467 2048 SET (TY I) (S= 6 FT) (HW= 4 FT) (3: 1) (C) EA     1.000 8,549.29000 1
467 2049 SET (TY I) (S= 6 FT) (HW= 5 FT) (3: 1) (C) EA     7.000 6,502.27000 1
467 2050 SET (TY I) (S= 6 FT) (HW= 6 FT) (3: 1) (C) EA     16.000 6,502.28000 1
467 2057 SET (TY I) (S= 7 FT) (HW= 4 FT) (3: 1) (C) EA     8.000 3,450.16000 1
467 2058 SET (TY I) (S= 7 FT) (HW= 5 FT) (3: 1) (C) EA     12.000 2,974.27000 1
467 2066 SET (TY I) (S= 8 FT) (HW= 5 FT) (3: 1) (C) EA     22.000 4,520.89000 1
467 2067 SET (TY I) (S= 8 FT) (HW= 6 FT) (3: 1) (C) EA     1.000 1,098.56000 1
467 2101 SET (TY I) (S= 3 FT) (HW= 3 FT) (4: 1) (C) EA     8.000 5,277.39000 1
467 2107 SET (TY I) (S= 4 FT) (HW= 3 FT) (4: 1) (C) EA     4.000 8,067.64000 1
467 2108 SET (TY I) (S= 4 FT) (HW= 4 FT) (4: 1) (C) EA     8.000 8,118.97250 2
467 2113 SET (TY I) (S= 5 FT) (HW= 3 FT) (4: 1) (C) EA     10.000 5,155.27000 1
467 2114 SET (TY I) (S= 5 FT) (HW= 4 FT) (4: 1) (C) EA     16.000 5,509.97750 2