AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - WICHITA FALLS DISTRICT

Last Update: Thursday, November 20, 2014
ITEMS 400 2005 TO 496 2009
Items Items Bid Code Range
0100 - 0168
0247 - 0275
0314 - 0354
0400 - 0496
0500 - 0560
0624 - 0690
0760 - 0760
1122 - 1122
3267 - 3270
4589 - 4589
5369 - 5926
6834 - 6834
400 2005 - 496 2009
Item No Description Units November 30, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
400 2005 CEM STABIL BKFL CY     225.000 125.00000 1
400 2006 CUT & RESTORING PAV SY 79.000 62.00000 79.000 62.00000 1
400 2008 CUT & RESTORING PAV (ASPH) SY     25.000 65.00000 1
402 2001 TRENCH EXCAVATION PROTECTION LF     145.000 18.00000 1
416 2002 DRILL SHAFT (24 IN) LF     420.000 158.57143 2
416 2004 DRILL SHAFT (36 IN) LF     420.000 158.57143 2
416 2018 DRILL SHAFT (SIGN MTS) (24 IN) LF     162.000 107.87000 1
420 2003 CL C CONC (ABUT) CY     120.600 1,072.47098 4
420 2013 CL C CONC (MISC) CY     27.000 888.88889 2
420 2091 CL B CONC (MISC) CY     2.400 2,000.00000 1
422 2001 REINF CONC SLAB SF     5,843.000 26.00000 4
423 2012 RETAINING WALL (CAST - IN - PLACE) SF     2,726.000 55.00000 1
425 2015 PRESTR CONC SLAB BEAM (5SB12) LF     524.500 162.87893 2
425 2064 PRESTR CONC GIRDER (TX28) LF     475.620 157.50378 2
430 2007 CL C CONC FOR EXT STRU (CULV) (6'X 6') LF 128.000 403.00000 128.000 403.00000 1
430 2013 CL C CONC FOR EXT STRU (CULV) (8'X 5') LF 24.000 460.00000 24.000 460.00000 1
430 2017 CL C CONC FOR EXT STRU (CULV) (6'X 5') LF     4.000 420.00000 1
430 2019 CL C CONC FOR EXT STRU (CULV) (6'X 4') LF     12.000 500.00000 1
430 2057 CL C CONC FOR EXT STRUC (CULV) (4'X4') LF     18.000 315.00000 1
430 2119 CL C CONC FOR EXT STRU (CULV) (8'X 7') LF     34.000 420.00000 1
430 2162 CL C CONC FOR EXT STR (CULV) (9'X 7') LF     30.000 630.00000 1
432 2001 RIPRAP (CONC) (4 IN) CY     10.000 400.00000 1
432 2018 RIPRAP (STONE COMMON) (GROUT) (8 IN) CY     86.000 153.77907 2
432 2021 RIPRAP (STONE PROTECTION) (18 IN) CY     350.000 140.00000 3
432 2035 RIPRAP (CONC) (6 IN) CY     139.600 750.00000 1
432 2039 RIPRAP (MOW STRIP) (4 IN) CY     456.000 359.17763 2
432 2077 RIPRAP (STONE COMMON) (GROUTED) (18 IN) CY     189.000 130.00000 1
442 2047 STRUCTURAL STEEL (MISCELLANEOUS BRIDGE) LB     6,360.000 2.20000 1
450 2073 RAIL (HANDRAIL) (TY B) LF     258.000 130.00000 1
450 2077 RAIL (HANDRAIL) (TY F) LF     85.000 130.00000 1
450 2161 RAIL (TY T223) LF     576.000 104.23611 4
450 2642 RAIL (T131RC) (RETROFIT) LF     694.000 98.44380 2
452 2002 REMOV RAIL (METAL ELEMENTS) LF     584.000 5.63014 2
452 2006 REMOV RAIL (TY T1) LF     110.000 5.00000 1
452 2007 REMOVE RAIL (TY 6) LF     100.000 5.00000 1
454 2005 ARMOR JOINT (WITH SEAL) LF     48.000 100.00000 1
460 2003 CMP (GAL STL 18 IN) LF 31.000 69.00000 117.000 74.96581 3
460 2004 CMP (GAL STL 24 IN) LF     16.000 66.50000 2
460 2005 CMP (GAL STL 30 IN) LF     22.000 87.27273 2
460 2007 CMP (GAL STL 36 IN) LF 64.000 92.00000 136.000 89.88235 2
460 2009 CMP (GAL STL 48 IN) LF     14.000 105.00000 1
460 2016 CMP AR (GAL STL DES 4) LF 67.000 69.00000 67.000 69.00000 1
460 2017 CMP AR (GAL STL DES 5) LF 28.000 104.00000 28.000 104.00000 1
460 2019 CMP AR (GAL STL DES 7) LF 96.000 184.00000 96.000 184.00000 1
464 2003 RC PIPE (CL III) (18 IN) LF     216.000 35.66667 2
464 2005 RC PIPE (CL III) (24 IN) LF     330.000 55.20000 2
464 2007 RC PIPE (CL III) (30 IN) LF     114.000 73.15789 2
464 2009 RC PIPE (CL III) (36 IN) LF     102.000 118.47059 2
464 2010 RC PIPE (CL III) (42 IN) LF     208.000 145.00000 1
464 2011 RC PIPE (CL III) (48 IN) LF     40.000 180.00000 1
464 2026 RC PIPE (CL IV) (36 IN) LF 100.000 230.00000 152.000 217.68421 2
465 2736 INLET (COMPL) (TY H WITH GRATE) EA     2.000 4,900.00000 1
466 2023 WINGWALL (FW - 0) (HW=7 FT) EA 2.000 9,200.00000 2.000 9,200.00000 1
466 2038 WINGWALL (FW - S) (HW=8 FT) EA     4.000 7,800.00000 1
466 2049 WINGWALL (PW) (HW=5 FT) EA     3.000 7,700.00000 2
466 2050 WINGWALL (PW) (HW=6 FT) EA 2.000 9,200.00000 2.000 9,200.00000 1
466 2065 HEADWALL (CH - FW - 0) (DIA= 24 IN) EA     2.000 2,650.00000 2
466 2070 HEADWALL (CH - FW - 0) (DIA= 42 IN) EA     2.000 4,750.00000 1
466 2115 HEADWALL (CH - FW - 45) (DIA= 42 IN) EA     2.000 9,800.00000 1
466 2116 HEADWALL (CH - FW - 45) (DIA= 48 IN) EA     2.000 5,800.00000 1
466 2125 HEADWALL (CH - PW - 0) (DIA= 24 IN) EA     5.000 3,150.00000 1
466 2127 HEADWALL (CH - PW - 0) (DIA= 30 IN) EA     1.000 3,650.00000 1
466 2129 HEADWALL (CH - PW - 0) (DIA= 36 IN) EA 2.000 4,600.00000 5.000 4,360.00000 2
466 2130 HEADWALL (CH - PW - 0) (DIA= 42 IN) EA     2.000 7,750.00000 1
466 2131 HEADWALL (CH - PW - 0) (DIA= 48 IN) EA     4.000 7,750.00000 2
466 2144 HEADWALL (CH - PW - S) (DIA= 36 IN) EA 2.000 4,600.00000 2.000 4,600.00000 1
466 2145 HEADWALL (CH - PW - S) (DIA= 42 IN) EA     1.000 5,900.00000 1
466 2186 HEADWALL (CH - PW - A - 0) (DES= 5) EA 2.000 8,625.00000 2.000 8,625.00000 1
466 2288 WINGWALL (PW) (HW=8.5 FT) EA     1.000 11,400.00000 1
466 2289 WINGWALL (PW) (HW=9.5 FT) EA     1.000 12,400.00000 1
467 2211 SET (TY II) (24 IN) (RCP) (3: 1) (C) EA     1.000 730.00000 1
467 2215 SET (TY II) (36 IN) (RCP) (3: 1) (C) EA     3.000 1,600.00000 1
467 2217 SET (TY II) (48 IN) (RCP) (3: 1) (C) EA     2.000 4,800.00000 1
467 2222 SET (TY II) (18 IN) (RCP) (4: 1) (C) EA     2.000 670.00000 1
467 2224 SET (TY II) (24 IN) (RCP) (4: 1) (C) EA     17.000 929.41176 2
467 2225 SET (TY II) (30 IN) (RCP) (4: 1) (C) EA     3.000 1,600.00000 1
467 2227 SET (TY II) (36 IN) (RCP) (4: 1) (C) EA 4.000 1,725.00000 12.000 2,033.33333 3
467 2228 SET (TY II) (42 IN) (RCP) (4: 1) (C) EA     1.000 4,650.00000 1
467 2249 SET (TY II) (24 IN) (CMP) (3: 1) (C) EA     1.000 800.00000 1
467 2251 SET (TY II) (30 IN) (CMP) (3: 1) (C) EA     1.000 1,150.00000 1
467 2260 SET (TY II) (18 IN) (CMP) (4: 1) (C) EA 1.000 700.00000 1.000 700.00000 1
467 2262 SET (TY II) (24 IN) (CMP) (4: 1) (C) EA     2.000 1,000.00000 1
467 2264 SET (TY II) (30 IN) (CMP) (4: 1) (C) EA 12.000 1,150.00000 14.000 1,185.71429 2
467 2266 SET (TY II) (36 IN) (CMP) (4: 1) (C) EA 6.000 1,850.00000 6.000 1,850.00000 1
467 2275 SET (TY II) (24 IN) (CMP) (6: 1) (C) EA 4.000 920.00000 4.000 920.00000 1
467 2277 SET (TY II) (30 IN) (CMP) (6: 1) (C) EA 2.000 1,380.00000 2.000 1,380.00000 1
467 2286 SET (TY II) (18 IN) (RCP) (6: 1) (P) EA     10.000 875.00000 1
467 2288 SET (TY II) (24 IN) (RCP) (6: 1) (P) EA     7.000 943.57143 2
467 2290 SET (TY II) (30 IN) (RCP) (6: 1) (P) EA     6.000 2,000.00000 1
467 2292 SET (TY II) (36 IN) (RCP) (6: 1) (P) EA     6.000 3,550.00000 3
467 2293 SET (TY II) (42 IN) (RCP) (6: 1) (P) EA     4.000 4,600.00000 1
467 2301 SET (TY II) (18 IN) (CMP) (6: 1) (P) EA 14.000 805.00000 17.000 944.11765 3
467 2303 SET (TY II) (24 IN) (CMP) (6: 1) (P) EA     2.000 975.00000 1
467 2305 SET (TY II) (30 IN) (CMP) (6: 1) (P) EA     1.000 1,600.00000 1
467 2324 SET (TY II) (DES 4) (CMP) (4: 1) (C) EA 5.000 1,035.00000 5.000 1,035.00000 1
467 2327 SET (TY II) (DES 7) (CMP) (4: 1) (C) EA 4.000 3,500.00000 4.000 3,500.00000 1
467 2338 SET (TY II) (DES 4) (CMP) (6: 1) (P) EA 2.000 1,380.00000 2.000 1,380.00000 1
471 2003 GRATE & FRAME EA     75.000 350.00000 1
479 2001 ADJ MANHS EA     7.000 150.00000 1
480 2002 CLEAN EXIST CULVS CY 15.000 400.00000 1,017.000 146.26352 3
496 2001 REMOV STR (BOX CULVERT) EA     1.000 20,000.00000 1
496 2002 REMOV STR (INLET) EA 1.000 700.00000 1.000 700.00000 1
496 2005 REMOV STR (WINGWALL) EA     7.000 465.00000 1
496 2006 REMOV STR (HEADWALL) EA     2.000 425.00000 1
496 2007 REMOV STR (PIPE) LF 551.000 11.50000 1,316.000 11.63450 5
496 2008 REMOV STR (BOX CULVERT) LF     14.000 17.00000 1
496 2009 REMOV STR (BRIDGE 0 - 99 FT LENGTH) EA     4.000 15,000.00000 3