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AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - BEAUMONT DISTRICT
 
Last Update: Monday, January 30, 2012
ITEMS 400 2003 TO 467 2217
Items Items Bid Code Range
0100 - 0193
0216 - 0292
0310 - 0361
0400 - 0496
0500 - 0560
0610 - 0690
0700 - 0760
 3043 - 3230
4601 - 4601
5049 - 5522
6055 - 6834
7288 - 7365
8020 - 8020
9065 - 9065
 400 2003 - 467 2217
467 2222 - 496 2086
Item No Description Units January 31, 2012 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
400 2003 STRUCT EXCAV (PIPE) CY 143.000 11.80000 149.000 14.26443 2
400 2005 CEM STABIL BKFL CY 51.000 94.50000 540.300 78.67407 8
400 2008 CUT & RESTORING PAV (ASPH) SY 19.000 115.00000 645.000 30.54109 5
400 2009 CUT & RESTORING PAV (CONC) SY     39.000 125.00000 1
400 2010 CUT & RESTORING PAV (FLEX BASE) SY     1,017.000 36.48968 3
402 2001 TRENCH EXCAVATION PROTECTION LF 48.000 23.00000 502.000 9.44422 4
403 2001 TEMPORARY SPL SHORING SF     162.000 44.00000 1
409 2017 PRESTR CONC PIL (20 IN SQ) (HPC) LF     6,348.000 78.50000 1
416 2002 DRILL SHAFT (24 IN) LF     760.000 160.00000 1
416 2029 DRILL SHAFT (RDWY ILL POLE) (30 IN) LF     10.000 335.00000 1
416 2030 DRILL SHAFT (TRF SIG POLE) (24 IN) LF     34.400 75.00000 1
416 2032 DRILL SHAFT (TRF SIG POLE) (36 IN) LF     52.800 160.00000 1
420 2003 CL C CONC (ABUT) CY     44.400 960.00000 1
420 2004 CL C CONC (BENT) CY     128.100 1,155.00000 1
420 2013 CL C CONC (MISC) CY .700 3,300.00000 1.340 2,156.11940 2
420 2016 CL C CONC (COLLAR) EA 2.000 550.00000 2.000 550.00000 1
420 2029 CL S CONC (SLAB) CY     381.600 370.00000 1
420 2033 CL S CONC (APPR SLAB) CY     151.300 321.65962 2
420 2052 CL C CONC (PILASTER) CY     104.600 1,032.00000 1
420 2064 CL A CONC (PLUG) EA 1.000 285.00000 1.000 285.00000 1
420 2090 CL A CONC (COLLAR) EA 1.000 465.00000 1.000 465.00000 1
420 2252 CL HES CONC (MISC) CY     8.670 400.00000 1
422 2002 REINF CONC SLAB (EXT SLAB) SF     10,716.000 22.00000 1
423 2012 RETAINING WALL (CAST - IN - PLACE) SF 2,057.000 36.00000 2,057.000 36.00000 1
425 2001 PRESTR CONC BEAM (TY A) LF     1,382.500 130.00000 1
425 2016 PRESTR CONC SLAB BEAM (4SB15) LF     1,216.000 117.00000 1
425 2017 PRESTR CONC SLAB BEAM (5SB15) LF     3,648.000 117.00000 1
428 2002 CONC SURF TREAT (CLASS II) SY     3,735.000 2.79566 2
429 2007 CNC STR REP (HORIZONTAL) SF     198.600 66.31420 2
429 2008 CNC STR REP (VERTICAL OR OVERHEAD) SF     20.000 200.00000 1
429 2009 CNC STR REP (BRDG DECK) (PARTIAL DEPTH) SF     14,056.000 37.00000 1
430 2037 CL C CONC FOR EXT STRU (CULV) (2 - 5'X2') LF     4.000 450.00000 1
430 2044 CL C CONC FOR EXT STR (CULV) (2 - 5'X3') LF     5.000 650.00000 1
430 2211 CL C CONC FOR EXT STR (CULV) (4 - 5'X3') LF     16.000 640.00000 1
430 2216 CL C CONC FOR EXT STR (CULV) (5 - 7'X4') LF     62.000 680.00000 1
432 2001 RIPRAP (CONC) (4 IN) CY     7.000 350.00000 1
432 2002 RIPRAP (CONC) (5 IN) CY     21.600 390.74074 3
432 2033 RIPRAP (STONE COMMON) (DRY) (12 IN) CY     375.000 133.36533 3
432 2035 RIPRAP (CONC) (6 IN) CY 133.900 285.00000 133.900 285.00000 1
432 2039 RIPRAP (MOW STRIP) (4 IN) CY     756.700 358.84234 6
432 2066 RIPRAP (CONC) (CL B) CY 2.000 525.00000 127.700 278.91543 2
432 2071 RIPRAP (STONE COMMON) (DRY) (24 IN) CY 15.000 119.00000 15.000 119.00000 1
432 2091 RIPRAP (STONE COMMON) (DRY) (36 IN) CY     11.000 166.00000 1
438 2002 CLEAN AND SEAL EXIST JOINTS LF     804.000 36.01493 2
438 2006 CLEAN AND SEAL CRACKS LF     219.000 27.00000 1
442 2043 STR STL ASTM A709 GRADE 50 LB     56,000.000 1.20000 1
446 2045 SPOT CLEAN & PAINT EXIST STR LS     1.000 15,000.00000 1
450 2021 RAIL (TY T101RC) LF     4,976.060 60.42696 3
450 2022 RAIL (TY T1 - 101R) LF     950.000 40.00000 1
450 2073 RAIL (HANDRAIL) (TY B) LF 311.000 65.00000 311.000 65.00000 1
450 2087 RAIL (TY T101RC) (MOD) LF     135.000 68.00000 1
450 2155 RAIL (TY T223) (RETROFIT) LF     2,024.000 90.00000 1
450 2161 RAIL (TY T223) LF     640.000 63.00000 1
450 2185 RAIL (TY T101 RAC - R) (MOD) LF     66.670 74.00000 1
450 2608 RAIL T101 (SPL) LF     194.300 60.00000 1
452 2002 REMOV RAIL (METAL ELEMENTS) LF     5,851.490 3.12595 3
452 2003 REMOV RAIL (CONC POST & MTL ELEMENTS) LF     546.000 11.48077 2
454 2001 SEALED EXPANSION JOINT (4 IN) (SEJ - A) LF     308.000 95.00000 1
454 2005 ARMOR JOINT (WITH SEAL) LF     252.000 50.00000 1
459 2009 GABION MATTRESSES (GALV) (6 IN) SY 6.000 58.00000 6.000 58.00000 1
462 2001 CONC BOX CULV (3 FT X 2 FT) LF 5.000 305.00000 5.000 305.00000 1
462 2010 CONC BOX CULV (6 FT X 3 FT) LF     110.000 250.00000 1
462 2022 CONC BOX CULV (8 FT X 7 FT) LF     327.000 340.00000 1
462 2032 CONC BOX CULV (10 FT X 8 FT) LF     64.000 653.00000 1
464 2002 RC PIPE (CL III) (15 IN) LF 10.000 70.00000 26.000 47.23077 2
464 2003 RC PIPE (CL III) (18 IN) LF 88.000 68.72727 2,486.000 29.47788 8
464 2005 RC PIPE (CL III) (24 IN) LF 104.000 61.38462 1,456.000 38.40385 7
464 2007 RC PIPE (CL III) (30 IN) LF 6.000 180.00000 220.000 48.60000 3
464 2009 RC PIPE (CL III) (36 IN) LF 14.000 120.00000 434.000 65.69585 3
464 2011 RC PIPE (CL III) (48 IN) LF     24.000 90.00000 1
465 2003 INLET (COMPL) (TY H) EA     1.000 2,000.00000 1
465 2006 MANH (COMPL) (JUNCT BOX) (TY M) EA     3.000 2,000.00000 1
465 2097 INLET (COMP) (GRATE) EA     1.000 1,600.00000 1
466 2038 WINGWALL (FW - S) (HW=8 FT) EA     1.000 17,000.00000 1
466 2047 WINGWALL (PW) (HW=3 FT) EA 1.000 5,000.00000 1.000 5,000.00000 1
466 2048 WINGWALL (PW) (HW=4 FT) EA     2.000 2,700.00000 1
466 2050 WINGWALL (PW) (HW=6 FT) EA     2.000 7,900.00000 1
466 2052 WINGWALL (PW) (HW=8 FT) EA     3.000 15,000.00000 2
466 2054 WINGWALL (PW) (HW=10 FT) EA     2.000 16,480.00000 1
466 2123 HEADWALL (CH - PW - 0) (DIA= 18 IN) EA 1.000 4,500.00000 1.000 4,500.00000 1
467 2024 SET (TY I) (S= 3 FT) (HW= 4 FT) (3: 1) (C) EA     2.000 3,900.00000 1
467 2030 SET (TY I) (S= 4 FT) (HW= 3 FT) (3: 1) (C) EA     2.000 2,903.88000 1
467 2038 SET (TY I) (S= 5 FT) (HW= 3 FT) (3: 1) (C) EA     6.000 3,034.00000 1
467 2039 SET (TY I) (S= 5 FT) (HW= 4 FT) (3: 1) (C) EA     2.000 8,500.00000 1
467 2040 SET (TY I) (S= 5 FT) (HW= 5 FT) (3: 1) (C) EA     8.000 3,250.00000 1
467 2042 SET (TY I) (S= 5 FT) (HW= 7 FT) (3: 1) (C) EA     4.000 6,000.00000 1
467 2050 SET (TY I) (S= 6 FT) (HW= 6 FT) (3: 1) (C) EA     2.000 8,500.00000 1
467 2052 SET (TY I) (S= 6 FT) (HW= 8 FT) (3: 1) (C) EA     12.000 3,600.00000 1
467 2102 SET (TY I) (S= 3 FT) (HW= 4 FT) (4: 1) (C) EA     14.000 4,600.00000 1
467 2108 SET (TY I) (S= 4 FT) (HW= 4 FT) (4: 1) (C) EA     2.000 4,000.00000 1
467 2114 SET (TY I) (S= 5 FT) (HW= 4 FT) (4: 1) (C) EA     16.000 3,800.00000 1
467 2115 SET (TY I) (S= 5 FT) (HW= 5 FT) (4: 1) (C) EA     2.000 7,500.00000 1
467 2120 SET (TY I) (S= 6 FT) (HW= 4 FT) (4: 1) (C) EA     4.000 5,600.00000 1
467 2125 SET (TY I) (S= 7 FT) (HW= 3 FT) (4: 1) (C) EA     2.000 5,500.00000 1
467 2208 SET (TY II) (15 IN) (RCP) (3: 1) (C) EA 2.000 615.00000 6.000 458.33333 2
467 2209 SET (TY II) (18 IN) (RCP) (3: 1) (C) EA 9.000 625.00000 21.000 522.14286 4
467 2211 SET (TY II) (24 IN) (RCP) (3: 1) (C) EA 5.000 750.00000 27.000 484.25926 4
467 2213 SET (TY II) (30 IN) (RCP) (3: 1) (C) EA 2.000 900.00000 4.000 900.00000 2
467 2215 SET (TY II) (36 IN) (RCP) (3: 1) (C) EA 7.000 1,050.00000 16.000 1,275.00000 2
467 2217 SET (TY II) (48 IN) (RCP) (3: 1) (C) EA     6.000 2,390.00000 1
 
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