AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - SAN ANGELO DISTRICT

Last Update: Friday, June 26, 2015
ITEMS 400 2005 TO 499 2001
Items Items Bid Code Range
0100 - 0164
0216 - 0275
0310 - 0356
0400 - 0499
0500 - 0560
0610 - 0688
1122 - 1122
3004 - 3270
4001 - 4680
5369 - 5369
6055 - 6834
8020 - 8251
9023 - 9023
400 2005 - 499 2001
Item No Description Units June 30, 2015 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
400 2005 CEM STABIL BKFL CY     1,128.000 200.00000 1
400 2008 CUT & RESTORING PAV (ASPH) SY     297.000 220.32000 1
400 2010 CUT & RESTORING PAV (FLEX BASE) SY     76.000 252.54000 1
400 6005 CEM STABIL BKFL CY 11.000 219.00000 86.000 106.50000 2
402 2001 TRENCH EXCAVATION PROTECTION LF     2,216.000 6.00000 1
403 2001 TEMPORARY SPL SHORING SF     1,003.000 18.00000 1
403 6001 TEMPORARY SPL SHORING SF 364.000 28.30000 814.000 21.11327 2
416 2001 DRILL SHAFT (18 IN) LF     143.000 105.00000 1
416 2002 DRILL SHAFT (24 IN) LF     190.000 140.00000 1
416 2004 DRILL SHAFT (36 IN) LF     925.000 317.00000 1
416 2006 DRILL SHAFT (48 IN) LF     404.000 496.00000 1
416 2022 DRILL SHAFT (SIGN MTS) (48 IN) LF     41.000 600.00000 1
420 2006 CL C CONC (RAIL FOUNDATION) CY     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 1
420 2020 CL C CONC (CRASHWALL) CY     202.500 1,050.00000 1
420 2033 CL S CONC (APPR SLAB) CY     553.000 675.00000 1
420 2034 CL S CONC (BRIDGE SDWLK) CY     143.300 650.00000 1
420 2051 CL C CONC (COLUMN) CY     152.200 800.00000 1
420 6066 CL C CONC (RAIL FOUNDATION) CY 8.000 2,100.00000 8.000 2,100.00000 1
422 2003 REINF CONC SLAB (HPC) (CL S) SF     122,818.000 25.00000 1
423 6003 RETAINING WALL (TEMP WALL) SF     2,532.000 14.00000 1
429 2008 CNC STR REP (VERTICAL OR OVERHEAD) SF     40.000 100.00000 1
430 2002 CL C CONC FOR EXT STR (ABUT) CY     227.400 1,400.00000 1
430 2003 CL C CONC FOR EXT STR (BENT) CY     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     58.900 956.73396 3
432 2002 RIPRAP (CONC) (5 IN) CY     730.600 527.93490 2
432 2030 RIPRAP (CONC) (CL C) CY     19.000 415.00000 1
432 2039 RIPRAP (MOW STRIP) (4 IN) CY     29.000 400.00000 1
432 2050 RIPRAP (CONC) (CL B) (5 IN) CY     71.000 515.00000 1
432 2071 RIPRAP (STONE COMMON) (DRY) (24 IN) CY     190.000 200.00000 1
432 6024 RIPRAP (STONE COMMON) (DRY) (12 IN) CY 52.000 90.60000 132.000 121.75152 2
432 6035 RIPRAP (STONE PROTECTION) (24 IN) CY 106.000 156.00000 234.000 143.41880 2
432 6039 BEDDING MATERIAL (6 IN) CY 17.000 535.00000 38.000 285.92895 2
432 6045 RIPRAP (MOW STRIP) (4 IN) CY     39.000 512.42538 2
434 2046 ELASTOMERIC BEAR (EE1) EA     12.000 1,181.00000 1
434 2047 ELASTOMERIC BEAR (EE2) EA     6.000 1,570.00000 1
434 2054 ELASTOMERIC BEAR (EF1) EA     2.000 1,495.00000 1
434 2062 ELASTOMERIC BEAR (E1) EA     1.000 2,500.00000 1
434 2064 ELASTOMERIC BEAR (E3) EA     3.000 1,718.00000 1
434 2065 ELASTOMERIC BEAR (E4) EA     4.000 2,545.00000 1
434 2066 ELASTOMERIC BEAR (E5) EA     1.000 3,773.00000 1
434 2069 ELASTOMERIC BEAR (F2) EA     4.000 2,435.00000 1
434 2070 ELASTOMERIC BEAR (F3) EA     3.000 1,720.00000 1
434 2071 ELASTOMERIC BEAR (F5) EA     1.000 3,775.00000 1
434 2075 SLIDING ELASTOMERIC BEAR (ES 2) EA     2.000 1,250.00000 1
434 2085 ELASTOMERIC BEAR (F4) EA     2.000 2,712.00000 1
438 6001 CLEANING AND SEALING EXISTING JOINTS LF     780.000 63.18000 1
438 6009 CLEANING EXISTING JOINTS LF     384.000 65.51063 2
442 2001 STR STL (ROLLED BEAM) LB     259,498.000 2.10000 1
442 2002 STR STL (PLATE GIRDER) LB     161,009.000 2.10000 1
442 2006 STR STL (SHEAR CONNECTOR) LB     59,011.000 2.10000 1
442 2041 STR STL (DIAPHRAGMS & STIFFENERS) LB     3,826.000 2.10000 1
442 2048 STRUCTURAL STEEL (MISC NON - BRIDGE) LB     1,904.000 2.10000 1
446 2002 CLEAN & PAINT EXIST STR (SYSTEM II) LS     1.000 2,020,000.00000 1
450 2025 RAIL (TY PR1) LF     2,840.900 148.03654 2
450 2062 RAIL (TY SSCB) LF     565.000 93.75000 1
450 2213 RAIL (TY C402) (HPC) LF     1,195.000 64.00000 1
450 2612 RAIL (TY C221) (HPC) LF     1,104.000 83.60000 1
450 2628 RAILING (TY T402) (HPC) LF     3,112.000 83.60000 1
450 2645 RAIL (TY SSTR) (MOD) (HPC) LF     1,064.000 93.50000 1
450 6020 RAIL (TY T66) LF     140.300 210.00000 1
451 6031 RETROFIT RAIL (TY C221) LF 1,048.000 246.00000 1,048.000 246.00000 1
451 6050 RETROFIT RAIL (LPCB) LF 498.000 310.00000 498.000 310.00000 1
454 2001 SEALED EXPANSION JOINT (4 IN) (SEJ - A) LF     844.000 63.00000 1
460 2014 CMP AR (GAL STL DES 2) LF     386.000 48.00000 1
460 2015 CMP AR (GAL STL DES 3) LF     1,372.000 62.00000 1
462 2003 CONC BOX CULV (4 FT X 2 FT) LF     58.000 205.00000 1
462 2010 CONC BOX CULV (6 FT X 3 FT) LF     164.000 315.00000 1
462 6021 CONC BOX CULV (8 FT X 6 FT) LF     112.000 1,430.00000 1
462 6029 CONC BOX CULV (10 FT X 5 FT) LF 156.000 1,030.00000 156.000 1,030.00000 1
464 2005 RC PIPE (CL III) (24 IN) LF     97.000 85.00000 1
464 2009 RC PIPE (CL III) (36 IN) LF     369.000 115.00000 1
464 2011 RC PIPE (CL III) (48 IN) LF     850.000 185.00000 1
464 2013 RC PIPE (CL III) (60 IN) LF     694.000 275.00000 1
465 4001 MANH (COMPL) (PRM) (48IN) EA     4.000 9,230.00000 1
465 4006 INLET (COMPL) (PCO) (5FTX5FT) EA     5.000 7,800.00000 1
465 4020 INLET (COMPL) (PSL) (SL) (4FTX4FT) EA     2.000 5,102.00000 1
465 4023 INLET (COMPL) (PSL) (SL) (5FTX6FT) EA     4.000 6,233.00000 1
465 4024 INLET (COMPL) (PSL) (SL) (6FTX6FT) EA     1.000 6,890.00000 1
465 4025 INLET (COMPL) (PSL) (SL) (8FTX8FT) EA     2.000 15,470.00000 1
465 4122 INLET (COMPL) (PAZD) (FG) (3FTX3FT - 3FTX3FT EA     2.000 5,492.00000 1
465 4123 INLET (COMPL) (PAZD) (FG) (4FTX4FT - 3FTX3FT EA     3.000 6,305.00000 1
465 4125 INLET (COMPL) (PAZD) (FG) (5FTX5FT - 3FTX3FT EA     1.000 7,410.00000 1
466 2020 WINGWALL (FW - 0) (HW=4 FT) EA     1.000 3,510.00000 1
466 2035 WINGWALL (FW - S) (HW=5 FT) EA     1.000 4,850.00000 1
466 2048 WINGWALL (PW) (HW=4 FT) EA     1.000 4,570.00000 1
466 2049 WINGWALL (PW) (HW=5 FT) EA     1.000 6,930.00000 1
466 6183 WINGWALL (PW - 1) (HW=8 FT) EA     2.000 30,000.00000 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 2606 SET (TY II) (DES 3) (CMP) (4: 1) (P) EA     48.000 1,400.00000 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
467 2921 SET (TY II) (DES 2) (CMP) (4: 1) (P) EA     16.000 1,300.00000 1
467 6060 SET (TY I) (S=10 FT) (HW=7FT) (3: 1) (C) EA 12.000 18,300.00000 12.000 18,300.00000 1
479 2005 ADJ MANHS (WATER VALVE BOX) EA     8.000 1,500.00000 1
480 2001 CLEAN EXIST CULVS EA     4.000 1,676.65000 2
496 2007 REMOV STR (PIPE) LF     386.400 10.00000 1
496 2013 REMOV STR (BRIDGE SLAB) EA     6.000 150,000.00000 1
496 2016 REMOV STR (PIPE) EA     13.000 1,500.00000 1
496 6009 REMOV STR (BRIDGE 0 - 99 FT LENGTH) EA 1.000 38,000.00000 2.000 30,000.00000 2
496 6040 REMOV STR (RET WALL) LF     379.000 30.00000 1
499 2001 ADJUST STL SHOES EA     199.000 1,000.00000 1