AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - HOUSTON DISTRICT

Last Update: Thursday, November 20, 2014
ITEMS 466 2332 TO 497 2001
Items Items Bid Code Range
0100 - 0193
0247 - 0292
0305 - 0368
0400 - 0497
0500 - 0560
0610 - 0690
0720 - 0788
1009 - 1146
2034 - 2305
3061 - 3275
4007 - 4679
5050 - 5969
6006 - 6986
7224 - 7661
8020 - 8997
9009 - 9009
400 2001 - 425 2068
425 2069 - 462 2003
462 2004 - 466 2331
466 2332 - 497 2001
Item No Description Units November 30, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
466 2332 WINGWALL (PW - 1) (HW=9 FT) EA     2.000 18,775.00000 1
466 2341 WINGWALL (PW - 2) (HW=4 FT) EA     1.000 9,700.00000 1
466 2343 WINGWALL (PW - 2) (HW=6 FT) EA     1.000 20,400.00000 1
466 2379 WINGWALL (SW) (HW=12 FT) (SPL) EA     1.000 35,213.00000 1
466 2380 WINGWALL (SW) (HW=13.5 FT) (SPL) EA     2.000 35,213.00000 1
467 2002 SET (TY I) (36 IN) (3: 1) (C) EA     2.000 6,000.00000 1
467 2010 SET (TY I) (36 IN) (4: 1) (C) EA     2.000 7,000.00000 1
467 2026 SET (TY I) (S= 3 FT) (HW= 6 FT) (3: 1) (C) EA     1.000 7,620.50000 1
467 2031 SET (TY I) (S= 4 FT) (HW= 4 FT) (3: 1) (C) EA     1.000 4,745.00000 1
467 2038 SET (TY I) (S= 5 FT) (HW= 3 FT) (3: 1) (C) EA     1.000 832.17000 1
467 2101 SET (TY I) (S= 3 FT) (HW= 3 FT) (4: 1) (C) EA     2.000 5,430.00000 1
467 2102 SET (TY I) (S= 3 FT) (HW= 4 FT) (4: 1) (C) EA     3.000 5,850.00000 1
467 2107 SET (TY I) (S= 4 FT) (HW= 3 FT) (4: 1) (C) EA     9.000 1,882.78333 2
467 2108 SET (TY I) (S= 4 FT) (HW= 4 FT) (4: 1) (C) EA     3.000 5,000.00000 1
467 2113 SET (TY I) (S= 5 FT) (HW= 3 FT) (4: 1) (C) EA     5.000 4,047.86000 3
467 2114 SET (TY I) (S= 5 FT) (HW= 4 FT) (4: 1) (C) EA     4.000 5,400.00000 1
467 2125 SET (TY I) (S= 7 FT) (HW= 3 FT) (4: 1) (C) EA     5.000 8,950.00000 1
467 2151 SET (TY I) (S= 3 FT) (HW= 3 FT) (6: 1) (C) EA     1.000 5,500.00000 1
467 2152 SET (TY I) (S= 3 FT) (HW= 4 FT) (6: 1) (C) EA     1.000 6,505.00000 1
467 2154 SET (TY I) (S= 4 FT) (HW= 3 FT) (6: 1) (C) EA     12.000 2,483.09333 2
467 2159 SET (TY I) (S= 5 FT) (HW= 5 FT) (6: 1) (C) EA     1.000 10,388.00000 1
467 2172 SET (TY I) (S= 3 FT) (HW= 3 FT) (6: 1) (P) EA     16.000 8,190.00000 1
467 2173 SET (TY I) (S= 3 FT) (HW= 4 FT) (6: 1) (P) EA     4.000 4,400.00000 1
467 2177 SET (TY I) (S= 4 FT) (HW= 3 FT) (6: 1) (P) EA     31.000 5,160.18774 2
467 2178 SET (TY I) (S= 4 FT) (HW= 4 FT) (6: 1) (P) EA     84.000 5,957.85714 2
467 2182 SET (TY I) (S= 5 FT) (HW= 3 FT) (6: 1) (P) EA     8.000 4,646.07500 2
467 2183 SET (TY I) (S= 5 FT) (HW= 4 FT) (6: 1) (P) EA     3.000 6,300.00000 1
467 2209 SET (TY II) (18 IN) (RCP) (3: 1) (C) EA     6.000 741.66667 2
467 2211 SET (TY II) (24 IN) (RCP) (3: 1) (C) EA     21.000 828.09524 2
467 2213 SET (TY II) (30 IN) (RCP) (3: 1) (C) EA     17.000 1,000.00000 1
467 2217 SET (TY II) (48 IN) (RCP) (3: 1) (C) EA     1.000 7,500.00000 1
467 2221 SET (TY II) (15 IN) (RCP) (4: 1) (C) EA     6.000 675.00000 2
467 2222 SET (TY II) (18 IN) (RCP) (4: 1) (C) EA     4.000 846.75000 3
467 2224 SET (TY II) (24 IN) (RCP) (4: 1) (C) EA     73.000 840.04247 6
467 2227 SET (TY II) (36 IN) (RCP) (4: 1) (C) EA     2.000 1,965.00000 1
467 2234 SET (TY II) (18 IN) (RCP) (6: 1) (C) EA     11.000 769.36364 4
467 2236 SET (TY II) (24 IN) (RCP) (6: 1) (C) EA     40.000 1,343.69750 5
467 2238 SET (TY II) (30 IN) (RCP) (6: 1) (C) EA     2.000 2,245.00000 1
467 2240 SET (TY II) (36 IN) (RCP) (6: 1) (C) EA     1.000 2,705.00000 1
467 2260 SET (TY II) (18 IN) (CMP) (4: 1) (C) EA     2.000 1,000.00000 1
467 2262 SET (TY II) (24 IN) (CMP) (4: 1) (C) EA     3.000 1,600.00000 1
467 2264 SET (TY II) (30 IN) (CMP) (4: 1) (C) EA     1.000 1,900.00000 1
467 2266 SET (TY II) (36 IN) (CMP) (4: 1) (C) EA     2.000 2,000.00000 1
467 2285 SET (TY II) (15 IN) (RCP) (6: 1) (P) EA     2.000 875.00000 1
467 2286 SET (TY II) (18 IN) (RCP) (6: 1) (P) EA     60.000 1,097.85000 6
467 2288 SET (TY II) (24 IN) (RCP) (6: 1) (P) EA 4.000 1,600.00000 826.000 1,453.93671 14
467 2289 SET (TY II) (27 IN) (RCP) (6: 1) (P) EA     2.000 1,550.00000 1
467 2290 SET (TY II) (30 IN) (RCP) (6: 1) (P) EA     105.000 2,246.00000 2
467 2292 SET (TY II) (36 IN) (RCP) (6: 1) (P) EA     15.000 3,154.40000 2
467 2293 SET (TY II) (42 IN) (RCP) (6: 1) (P) EA     1.000 3,893.00000 1
467 2309 SET (TY II) (48 IN) (CMP) (6: 1) (P) EA     1.000 4,665.00000 1
467 2348 SET (TY II) (18 IN) (RCP) (4: 1) (P) EA     26.000 867.00000 1
467 2356 SET (TY II) (24 IN) (RCP) (3: 1) (P) EA     4.000 937.50000 2
467 2358 SET (TY II) (18 IN) (RCP) (3: 1) (P) EA     4.000 765.00000 1
467 2382 SET (TY II) (24 IN) (RCP) (4: 1) (P) EA     48.000 965.10417 3
467 2436 SET (TY II) (30 IN) (RCP) (4: 1) (P) EA     1.000 2,550.00000 1
467 2572 SET (REMOV & REINSTALL) EA     1.000 1,000.00000 1
467 2604 SET (TY II) (30 IN) (CMP) (8: 1) (P) EA     1.000 3,400.00000 1
467 2605 SET (TY II) (DES 1) (CMP) (8: 1) (P) EA     1.000 4,000.00000 1
471 2003 GRATE & FRAME EA     33.000 831.62152 3
471 2006 GRATE (FLOATABLES COLLECTION SCREEN) EA     4.000 1,500.00000 1
472 2003 REMOV & RE - LAY PIPE (18 IN) LF     45.000 36.00000 1
479 2001 ADJ MANHS EA     60.000 393.38617 6
479 2002 ADJ INLETS EA     3.000 1,099.86667 2
479 2005 ADJ MANHS (WATER VALVE BOX) EA     2.000 210.00000 1
479 2006 ADJUST INLET (CAP) EA     29.000 746.87138 7
479 2007 ADJ MANH (CAP) EA     2.000 2,917.19000 2
480 2001 CLEAN EXIST CULVS EA     41.000 1,047.56098 2
481 2012 PVC PIPE (SCH 40) (6 IN) LF     2,779.000 31.61000 1
481 2013 PVC PIPE (SCH 40) (8 IN) LF     502.000 54.49098 2
481 2014 PVC PIPE (SCH 40) (10 IN) LF     790.000 54.84499 2
483 2001 SCARIFY CONC BRIDGE SLAB SY     165.200 25.43995 1
491 2001 TREAT TIMBER MBF     13.100 11,880.01985 1
495 2001 RAISING EXIST STRUCT LS 1.000 17,300.00000 1.000 17,300.00000 1
496 2002 REMOV STR (INLET) EA     176.000 716.06420 12
496 2003 REMOV STR (MANHOLE) EA     15.000 618.20067 4
496 2004 REMOV STR (SET) EA     556.000 528.37086 9
496 2005 REMOV STR (WINGWALL) EA     24.000 1,141.22917 5
496 2006 REMOV STR (HEADWALL) EA     81.000 1,221.26914 7
496 2007 REMOV STR (PIPE) LF 8.000 240.00000 47,972.000 16.85899 26
496 2008 REMOV STR (BOX CULVERT) LF     7,956.000 24.21282 4
496 2009 REMOV STR (BRIDGE 0 - 99 FT LENGTH) EA     14.000 22,392.85714 8
496 2010 REMOV STR (BRIDGE 100 - 499 FT LENGTH) EA     21.000 31,844.76476 4
496 2011 REMOV STR (BRIDGE 500 - 999 FT LENGTH) EA     3.000 517,873.90000 2
496 2012 REMOV STR (BRIDGE 1000 FT OR GREATER) EA     3.000 505,760.22000 2
496 2013 REMOV STR (BRIDGE SLAB) EA     1.000 400,000.00000 1
496 2014 REMOV STR (RAILROAD CROSSING) EA     1.000 20,000.00000 1
496 2015 REMOV STR (PICNIC AREA) EA     1.000 500.00000 1
496 2016 REMOV STR (PIPE) EA     1.000 250.00000 1
496 2018 REMOVE STR (CONC) EA     7.000 10,200.00000 1
496 2030 REMOVE STR (BOLLARD) EA     30.000 56.28000 2
496 2037 REMOV STR (DOLPHIN AND FENDER SYS) EA     2.000 17,657.94000 1
496 2041 REMOV STR (LARGE) EA 1.000 55,000.00000 1.000 55,000.00000 1
496 2042 REMOV STR (SMALL) EA 1.000 1,900.00000 1.000 1,900.00000 1
496 2044 REMOV STR (TIMBER PILING) EA     20.000 107.50000 2
496 2049 REMOV STR (PUMP STA) (INTERN COMPONENTS EA     1.000 24,858.00000 1
496 2050 REMOV STR (PUMP STA) (WALLS AND ROOF) EA     1.000 42,572.00000 1
496 2051 REMOV STR (DRIVEWAY CULVERT) EA     12.000 1,000.00000 1
496 2072 REMOV STR (LIGHT BRACKET) EA     24.000 26.50000 1
496 2074 REMOVING ROCK RIPRAP LF     40.000 69.30000 1
497 2001 SALV MATRL (CREDIT ITEM) LS     1.000 1.00000 1