AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - LAREDO DISTRICT

Last Update: Friday, August 1, 2014
ITEMS 400 2001 TO 496 2010
Items Items Bid Code Range
0100 - 0164
0216 - 0275
0310 - 0354
0400 - 0496
0500 - 0545
0610 - 0690
1122 - 1122
3198 - 3278
5367 - 5926
6007 - 6834
8020 - 8835
400 2001 - 496 2010
Item No Description Units July 31, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
400 2001 STRUCT EXCAV CY     297.000 10.00000 1
400 2003 STRUCT EXCAV (PIPE) CY     270.000 5.00000 1
400 2005 CEM STABIL BKFL CY     389.000 183.91000 1
401 2001 FLOWABLE BACKFILL CY     348.000 143.39080 2
403 2001 TEMPORARY SPL SHORING SF 1,186.000 28.00000 3,271.610 16.52523 2
416 2001 DRILL SHAFT (18 IN) LF     104.000 55.83000 1
416 2005 DRILL SHAFT (42 IN) LF     539.000 232.68000 1
416 2029 DRILL SHAFT (RDWY ILL POLE) (30 IN) LF     64.000 189.64000 1
416 2030 DRILL SHAFT (TRF SIG POLE) (24 IN) LF     66.800 111.69940 2
416 2031 DRILL SHAFT (TRF SIG POLE) (30 IN) LF     72.100 176.78849 2
416 2032 DRILL SHAFT (TRF SIG POLE) (36 IN) LF     441.600 206.40978 2
420 2003 CL C CONC (ABUT) CY     76.000 1,089.46000 1
420 2004 CL C CONC (BENT) CY     119.000 767.63000 1
420 2033 CL S CONC (APPR SLAB) CY     93.000 607.07000 1
422 2001 REINF CONC SLAB SF     12,420.000 20.20000 1
423 2001 RETAINING WALL (MSE) SF     16,308.340 17.70000 1
425 2069 PRESTR CONC GIRDER (TX62) LF     1,741.000 202.31000 1
432 2001 RIPRAP (CONC) (4 IN) CY     275.020 431.13112 3
432 2002 RIPRAP (CONC) (5 IN) CY     159.500 469.51310 2
432 2033 RIPRAP (STONE COMMON) (DRY) (12 IN) CY 500.000 160.00000 500.000 160.00000 1
432 2039 RIPRAP (MOW STRIP) (4 IN) CY 2,731.940 297.22725 7,103.870 264.03278 7
432 2066 RIPRAP (CONC) (CL B) CY     3.000 457.63000 1
438 2002 CLEAN AND SEAL EXIST JOINTS LF     3,307.000 30.57012 4
442 2048 STRUCTURAL STEEL (MISC NON - BRIDGE) LB     418.000 8.03000 1
450 2013 RAIL (TY SSTR) LF     784.000 107.79245 2
450 2025 RAIL (TY PR1) LF     145.000 125.00000 1
450 2030 RAIL (TY SSTR) (RETROFIT) LF     216.670 125.00000 1
450 2194 RAIL (TY T223) (RAC - R) LF 54.000 450.00000 863.000 294.09038 3
450 2641 RAIL (TY T131RC) LF     388.000 125.00000 1
452 2001 REMOV RAIL (CONC ELEMENTS) LF     160.000 42.00000 1
452 2002 REMOV RAIL (METAL ELEMENTS) LF 400.000 10.00000 1,693.660 16.63004 4
452 2008 REMOV RAIL (CTB) LF     300.000 30.00000 1
452 2010 REMOV RAIL (PEDESTRIAN) LF     30.000 50.00000 1
454 2001 SEALED EXPANSION JOINT (4 IN) (SEJ - A) LF     92.000 123.42000 1
460 2015 CMP AR (GAL STL DES 3) LF     65.000 266.00000 1
460 2016 CMP AR (GAL STL DES 4) LF     56.000 288.00000 1
460 2018 CMP AR (GAL STL DES 6) LF     73.000 326.00000 1
462 2013 CONC BOX CULV (6 FT X 6 FT) LF     94.000 440.00000 1
462 2023 CONC BOX CULV (8 FT X 8 FT) LF     126.000 460.00000 1
462 2042 CONC BOX CULV (12 FT X 12 FT) LF 224.000 1,600.00000 224.000 1,600.00000 1
462 2053 CONC BOX CULV (10FT X 4FT) LF     462.000 685.76000 1
464 2003 RC PIPE (CL III) (18 IN) LF     236.000 111.28000 1
464 2005 RC PIPE (CL III) (24 IN) LF     305.450 124.40007 2
464 2009 RC PIPE (CL III) (36 IN) LF     300.000 170.48000 1
464 2064 RC PIPE (ARCH) (CL III) (DES 3) LF     660.000 96.00000 1
464 2100 RC PIPE (ARCH) (CL IV) (DES 3) LF     24.030 126.00000 1
465 2736 INLET (COMPL) (TY H WITH GRATE) EA     1.000 5,141.20000 1
466 2020 WINGWALL (FW - 0) (HW=4 FT) EA     2.000 19,296.83000 1
466 2052 WINGWALL (PW) (HW=8 FT) EA     2.000 14,000.00000 1
466 2054 WINGWALL (PW) (HW=10 FT) EA     2.000 18,000.00000 1
466 2069 HEADWALL (CH - FW - 0) (DIA= 36 IN) EA     1.000 5,156.50000 1
466 2338 WINGWALL (PW - 1) (HW=15 FT) EA 2.000 72,000.00000 2.000 72,000.00000 1
467 2102 SET (TY I) (S= 3 FT) (HW= 4 FT) (4: 1) (C) EA     8.000 5,179.00000 1
467 2103 SET (TY I) (S= 3 FT) (HW= 5 FT) (4: 1) (C) EA     8.000 5,000.00000 1
467 2114 SET (TY I) (S= 5 FT) (HW= 4 FT) (4: 1) (C) EA     1.000 5,456.00000 1
467 2115 SET (TY I) (S= 5 FT) (HW= 5 FT) (4: 1) (C) EA     5.000 7,985.00000 1
467 2124 SET (TY I) (S= 6 FT) (HW= 8 FT) (4: 1) (C) EA     3.000 12,000.00000 1
467 2127 SET (TY I) (S= 7 FT) (HW= 5 FT) (4: 1) (C) EA     2.000 7,328.00000 1
467 2134 SET (TY I) (S= 8 FT) (HW= 8 FT) (4: 1) (C) EA     4.000 15,000.00000 1
467 2154 SET (TY I) (S= 4 FT) (HW= 3 FT) (6: 1) (C) EA     1.000 3,005.00000 1
467 2155 SET (TY I) (S= 4 FT) (HW= 4 FT) (6: 1) (C) EA     1.000 5,585.00000 1
467 2157 SET (TY I) (S= 5 FT) (HW= 3 FT) (6: 1) (C) EA     2.000 6,000.00000 1
467 2224 SET (TY II) (24 IN) (RCP) (4: 1) (C) EA     1.000 1,089.00000 1
467 2236 SET (TY II) (24 IN) (RCP) (6: 1) (C) EA     1.000 1,556.00000 1
467 2273 SET (TY II) (18 IN) (CMP) (6: 1) (C) EA     2.000 1,129.19000 1
467 2275 SET (TY II) (24 IN) (CMP) (6: 1) (C) EA     2.000 1,192.98000 1
467 2292 SET (TY II) (36 IN) (RCP) (6: 1) (P) EA     2.000 5,062.08000 1
467 2324 SET (TY II) (DES 4) (CMP) (4: 1) (C) EA     2.000 1,200.00000 1
467 2326 SET (TY II) (DES 6) (CMP) (4: 1) (C) EA     3.000 3,000.00000 1
467 2330 SET (TY II) (DES 3) (CMP) (6: 1) (C) EA     10.000 1,200.00000 1
467 2331 SET (TY II) (DES 4) (CMP) (6: 1) (C) EA     6.000 1,500.00000 1
467 2333 SET (TY II) (DES 6) (CMP) (6: 1) (C) EA     9.000 3,500.00000 1
467 2361 SET (TY II) (DES 3) (RCP) (6: 1) (P) EA     26.000 1,582.30769 2
480 2001 CLEAN EXIST CULVS EA     29.000 862.06897 2
496 2004 REMOV STR (SET) EA     34.000 782.68412 3
496 2005 REMOV STR (WINGWALL) EA     18.000 963.00000 1
496 2006 REMOV STR (HEADWALL) EA     2.000 983.00000 1
496 2007 REMOV STR (PIPE) LF     121.000 55.69719 2
496 2009 REMOV STR (BRIDGE 0 - 99 FT LENGTH) EA     2.000 15,000.00000 1
496 2010 REMOV STR (BRIDGE 100 - 499 FT LENGTH) EA 1.000 42,500.00000 1.000 42,500.00000 1