AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - SAN ANGELO DISTRICT

Last Update: Friday, October 31, 2014
ITEMS 400 2005 TO 499 2001
Items Items Bid Code Range
0100 - 0164
0216 - 0275
0310 - 0356
0400 - 0499
0500 - 0545
0610 - 0678
1003 - 1122
2212 - 2235
3213 - 3270
4418 - 4418
5369 - 5369
6055 - 6834
8020 - 8251
9023 - 9023
400 2005 - 499 2001
Item No Description Units October 31, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
400 2005 CEM STABIL BKFL CY 1,128.000 200.00000 1,268.000 200.00000 2
401 2001 FLOWABLE BACKFILL CY     37.000 200.00000 1
403 2001 TEMPORARY SPL SHORING SF 1,003.000 18.00000 1,003.000 18.00000 1
416 2001 DRILL SHAFT (18 IN) LF 143.000 105.00000 143.000 105.00000 1
416 2002 DRILL SHAFT (24 IN) LF 190.000 140.00000 574.000 247.03833 2
416 2004 DRILL SHAFT (36 IN) LF 925.000 317.00000 1,105.000 322.37557 2
416 2006 DRILL SHAFT (48 IN) LF 404.000 496.00000 404.000 496.00000 1
416 2022 DRILL SHAFT (SIGN MTS) (48 IN) LF 41.000 600.00000 41.000 600.00000 1
420 2003 CL C CONC (ABUT) CY     84.200 2,000.00000 1
420 2006 CL C CONC (RAIL FOUNDATION) CY 238.000 500.00000 238.000 500.00000 1
420 2013 CL C CONC (MISC) CY     3.000 1,442.20000 1
420 2019 CL C CONC (CAP) CY 73.800 1,200.00000 73.800 1,200.00000 1
420 2020 CL C CONC (CRASHWALL) CY 202.500 1,050.00000 202.500 1,050.00000 1
420 2033 CL S CONC (APPR SLAB) CY 553.000 675.00000 657.900 965.99027 2
420 2034 CL S CONC (BRIDGE SDWLK) CY 143.300 650.00000 143.300 650.00000 1
420 2051 CL C CONC (COLUMN) CY 152.200 800.00000 152.200 800.00000 1
422 2001 REINF CONC SLAB SF     4,275.000 15.00000 1
422 2003 REINF CONC SLAB (HPC) (CL S) SF 122,818.000 25.00000 122,818.000 25.00000 1
425 2016 PRESTR CONC SLAB BEAM (4SB15) LF     148.500 200.00000 1
425 2017 PRESTR CONC SLAB BEAM (5SB15) LF     297.000 200.00000 1
425 2064 PRESTR CONC GIRDER (TX28) LF     298.000 200.00000 1
429 2008 CNC STR REP (VERTICAL OR OVERHEAD) SF 40.000 100.00000 40.000 100.00000 1
430 2002 CL C CONC FOR EXT STR (ABUT) CY 227.400 1,400.00000 227.400 1,400.00000 1
430 2003 CL C CONC FOR EXT STR (BENT) CY 97.100 1,400.00000 97.100 1,400.00000 1
430 2010 CL C CONC FOR EXT STRU (CULV) (5'X 5') LF     49.500 10.00000 1
430 2011 CL S CONC FOR EXT STR (CULV) (5'X3') LF     42.000 10.00000 1
432 2001 RIPRAP (CONC) (4 IN) CY 13.000 500.00000 41.700 1,180.18297 2
432 2002 RIPRAP (CONC) (5 IN) CY 702.000 500.00000 795.600 533.82257 3
432 2017 RIPRAP (STONE COMMON) (GROUT) (6 IN) CY     92.000 600.00000 1
432 2039 RIPRAP (MOW STRIP) (4 IN) CY 29.000 400.00000 119.000 406.20168 2
432 2071 RIPRAP (STONE COMMON) (DRY) (24 IN) CY 190.000 200.00000 190.000 200.00000 1
432 2084 RIPRAP (CONC) (CL B) (4") CY     80.000 600.00000 1
434 2046 ELASTOMERIC BEAR (EE1) EA 12.000 1,181.00000 12.000 1,181.00000 1
434 2047 ELASTOMERIC BEAR (EE2) EA 6.000 1,570.00000 6.000 1,570.00000 1
434 2054 ELASTOMERIC BEAR (EF1) EA 2.000 1,495.00000 2.000 1,495.00000 1
434 2062 ELASTOMERIC BEAR (E1) EA 1.000 2,500.00000 1.000 2,500.00000 1
434 2064 ELASTOMERIC BEAR (E3) EA 3.000 1,718.00000 3.000 1,718.00000 1
434 2065 ELASTOMERIC BEAR (E4) EA 4.000 2,545.00000 4.000 2,545.00000 1
434 2066 ELASTOMERIC BEAR (E5) EA 1.000 3,773.00000 1.000 3,773.00000 1
434 2069 ELASTOMERIC BEAR (F2) EA 4.000 2,435.00000 4.000 2,435.00000 1
434 2070 ELASTOMERIC BEAR (F3) EA 3.000 1,720.00000 3.000 1,720.00000 1
434 2071 ELASTOMERIC BEAR (F5) EA 1.000 3,775.00000 1.000 3,775.00000 1
434 2075 SLIDING ELASTOMERIC BEAR (ES 2) EA 2.000 1,250.00000 2.000 1,250.00000 1
434 2085 ELASTOMERIC BEAR (F4) EA 2.000 2,712.00000 2.000 2,712.00000 1
438 2002 CLEAN AND SEAL EXIST JOINTS LF     460.000 20.97000 1
442 2001 STR STL (ROLLED BEAM) LB 259,498.000 2.10000 259,498.000 2.10000 1
442 2002 STR STL (PLATE GIRDER) LB 161,009.000 2.10000 161,009.000 2.10000 1
442 2006 STR STL (SHEAR CONNECTOR) LB 59,011.000 2.10000 59,011.000 2.10000 1
442 2041 STR STL (DIAPHRAGMS & STIFFENERS) LB 3,826.000 2.10000 3,826.000 2.10000 1
442 2048 STRUCTURAL STEEL (MISC NON - BRIDGE) LB 1,904.000 2.10000 1,904.000 2.10000 1
446 2002 CLEAN & PAINT EXIST STR (SYSTEM II) LS 1.000 2,020,000.00000 1.000 2,020,000.00000 1
450 2018 RAIL (TY C411) LF     768.000 150.00000 1
450 2025 RAIL (TY PR1) LF 2,562.000 150.00000 2,562.000 150.00000 1
450 2062 RAIL (TY SSCB) LF 565.000 93.75000 565.000 93.75000 1
450 2213 RAIL (TY C402) (HPC) LF 1,195.000 64.00000 1,195.000 64.00000 1
450 2612 RAIL (TY C221) (HPC) LF 1,104.000 83.60000 1,104.000 83.60000 1
450 2628 RAILING (TY T402) (HPC) LF 3,112.000 83.60000 3,112.000 83.60000 1
450 2645 RAIL (TY SSTR) (MOD) (HPC) LF 1,064.000 93.50000 1,064.000 93.50000 1
454 2001 SEALED EXPANSION JOINT (4 IN) (SEJ - A) LF 844.000 63.00000 844.000 63.00000 1
459 2004 GABION MATTRESSES (GALV) CY     5.000 100.00000 1
464 2003 RC PIPE (CL III) (18 IN) LF     330.000 50.00000 1
467 2025 SET (TY I) (S= 3 FT) (HW= 5 FT) (3: 1) (C) EA     1.000 9,161.38000 1
467 2026 SET (TY I) (S= 3 FT) (HW= 6 FT) (3: 1) (C) EA     1.000 9,354.99000 1
467 2039 SET (TY I) (S= 5 FT) (HW= 4 FT) (3: 1) (C) EA     5.000 5,058.94000 1
467 2040 SET (TY I) (S= 5 FT) (HW= 5 FT) (3: 1) (C) EA     2.000 8,711.25000 1
467 2042 SET (TY I) (S= 5 FT) (HW= 7 FT) (3: 1) (C) EA     6.000 7,108.68000 1
467 2043 SET (TY I) (S= 5 FT) (HW= 8 FT) (3: 1) (C) EA     2.000 10,365.90000 1
467 2114 SET (TY I) (S= 5 FT) (HW= 4 FT) (4: 1) (C) EA     2.000 7,183.77000 1
467 2115 SET (TY I) (S= 5 FT) (HW= 5 FT) (4: 1) (C) EA     4.000 7,221.79000 1
467 2917 SET (TY I) (S= 6.5 FT) (HW= 5 FT) (3: 1) (C EA     2.000 10,441.60000 1
467 2918 SET (TY I) (S= 6.5 FT) (HW= 6 FT) (3: 1) (C EA     2.000 10,569.17000 1
480 2001 CLEAN EXIST CULVS EA     1.000 2,206.60000 1
481 2010 PVC PIPE (SCH 40) (4 IN) LF     756.000 20.00000 1
496 2013 REMOV STR (BRIDGE SLAB) EA 6.000 150,000.00000 6.000 150,000.00000 1
499 2001 ADJUST STL SHOES EA 199.000 1,000.00000 199.000 1,000.00000 1