AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Monday, September 15, 2014
ITEMS 420 2020 TO 425 2004
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0368
0400 - 0499
0500 - 0560
0610 - 0690
0712 - 0788
0800 - 0800
1003 - 1150
2021 - 2314
3042 - 3286
4001 - 4681
5050 - 5997
6004 - 6986
7380 - 7642
8008 - 8999
9009 - 9059
400 2001 - 420 2019
420 2020 - 425 2004
425 2006 - 430 2088
430 2090 - 432 2048
432 2050 - 450 2076
450 2077 - 459 2010
459 2011 - 464 2015
464 2019 - 465 2117
465 2118 - 465 2497
465 2500 - 466 2027
466 2028 - 466 2309
466 2311 - 467 2155
467 2156 - 467 2350
467 2353 - 479 2003
479 2004 - 499 2001
Item No Description Units August 31, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 2020 CL C CONC (CRASHWALL) CY 85.500 575.00000 1,300.800 617.24516 3
420 2022 CL E CONC (SEAL) CY     893.300 242.45382 6
420 2023 CL F CONC (COLUMN) CY     733.900 800.00000 1
420 2024 CL F CONC (BENT) (MASS PLACEMENT) CY     1,035.300 520.00000 1
420 2025 CL F CONC (FOOTING) (MASS PLACEMENT) CY     226.700 510.00000 1
420 2026 CL F CONC (FOOTING) CY     407.400 600.00000 1
420 2027 CL F CONC (BENT) CY     4,146.700 590.00000 1
420 2029 CL S CONC (SLAB) CY     3,741.740 606.38176 33
420 2030 CL S CONC (PAN GIRD) CY     127.200 2,481.53994 1
420 2031 CL S CONC (SHEAR KEY) CY     878.700 195.01770 13
420 2032 CL S CONC (CULV DIR TRAF) CY     161.380 774.27810 3
420 2033 CL S CONC (APPR SLAB) CY 1,539.100 486.27176 10,396.020 429.94048 43
420 2034 CL S CONC (BRIDGE SDWLK) CY 53.000 593.13000 1,206.000 385.62145 13
420 2035 CL S CONC (CIP SLAB SPAN) CY     132.600 758.55000 1
420 2036 CL A CONC (SEAL) CY 113.000 123.00000 141.000 151.39716 4
420 2039 CL D CONC (MISC) CY 234.900 275.90055 302.900 263.35107 5
420 2041 CL C CONC (ABUT) (HPC) CY 387.400 820.59267 5,389.100 708.02280 41
420 2042 CL C CONC (BENT) (HPC) CY 1,446.800 844.92328 6,611.510 843.50051 28
420 2045 CL A CONC (MISC) (6") SY     54.000 227.36556 2
420 2049 CL S CONC (BRIDGE MEDIAN) CY     36.600 531.14754 2
420 2050 CL F CONC (CAP) CY 8,825.500 500.00000 21,782.900 562.65242 6
420 2051 CL C CONC (COLUMN) CY 8,103.100 668.61749 14,206.870 678.47447 17
420 2055 CL C CONC (COLUMN) (MASS PLACEMENT) CY     17,159.600 525.99582 9
420 2058 CL C CONC (COLLAR) CY     6.000 1,100.00000 1
420 2059 CL C CONC (CAP) (MASS PLACEMENT) CY     845.800 569.27642 3
420 2060 CL B CONC (DITCH INTERCEPTOR STRUCTURE EA     20.000 1,520.00000 3
420 2061 CL S CONC (HPC) BAS CY     914.400 479.75816 6
420 2062 CL S CONC (HPC) REINF CONC SLAB SF 4,550.000 14.01000 4,550.000 14.01000 1
420 2064 CL A CONC (PLUG) EA 1.000 759.70000 27.000 1,113.32222 5
420 2068 CL S CONC (HPC) (SLAB) CY 51.500 750.00000 548.700 911.45460 8
420 2069 CL S CONC (HPC) (SHEAR KEY) CY     32.600 349.07975 2
420 2071 CL S CONC (BENT) CY     21.200 1,200.00000 1
420 2072 CL H CONC (BENT) (MASS PLACEMENT) CY     1,373.600 623.82644 3
420 2076 CL C CONC (TRAFFIC RAIL) CY     9.900 991.40909 1
420 2078 CL A CONC (MISC) (8") SY     267.000 70.00000 1
420 2080 CL C CONC (DECORATIVE OBELISK) CY     48.000 948.31000 1
420 2082 CL C CONC (MEDIAN) CY     11.000 425.00000 1
420 2084 CL A CONC (CURB OUTLET) (TY I) EA     10.000 760.00000 2
420 2085 CL A CONC (CURB OUTLET) (TY II) EA     2.000 750.00000 1
420 2087 CL F CONC (ABUT) CY     121.700 1,000.00000 1
420 2089 CL F CONC (CAP) (MASS PLACEMENT) CY 110.300 900.00000 10,023.200 600.69544 4
420 2090 CL A CONC (COLLAR) EA     136.000 917.08824 10
420 2092 CL C CONC (CAP) (MASS PLACEMENT) (HPC) CY 1,220.400 750.00000 1,220.400 750.00000 1
420 2093 CL C CONC (COLUMN) (MASS PLACE) (HPC) CY 1,273.100 650.00000 1,273.100 650.00000 1
420 2102 CL A CONC (MEDIAN) CY     567.000 663.40035 3
420 2104 CL A CONC (FLUME) CY 22.000 686.00000 185.000 418.76757 4
420 2115 CL F CONC (COLUMN) (MASS PLACEMENT) CY     6,081.200 1,055.16428 3
420 2116 CL F CONC (SLAB) CY     26.000 700.00000 1
420 2117 CL C CONC (SIGN FOOTING) CY 146.590 300.00000 820.190 406.92644 6
420 2120 CL C CONC (BUS STOP) CY 13.000 500.00000 290.000 452.24138 2
420 2123 CL C CONC (FOOTING) (HPC) CY     307.200 716.87500 2
420 2124 CL S CONC (SLAB) SF 5,600.000 35.00000 27,455.000 18.34308 6
420 2125 CL C CONC (VEH DEFL WALL) CY 218.400 480.00000 218.400 480.00000 1
420 2130 CL F CONC (PEDESTAL) EA     60.000 400.00000 1
420 2213 CL H CONC (FASCIA PANEL) CY     37.000 2,359.31000 1
420 2220 CL C CONC (SHEAR KEY) CY     2.100 2,500.58571 1
420 2221 CL S CONC (JUNCTION BOX) CY     133.000 915.97744 2
420 2223 CL C CONC (COLUMN) (HPC) CY 55.200 1,637.39130 271.200 1,070.03687 6
420 2224 CL C CONC (MISC) (HPC) CY     48.900 1,055.54213 2
420 2225 CL C CONC (SLAB) CY     151.000 600.00000 1
420 2233 CL C CONC (CURB) CY 15.600 550.00000 18.000 577.78889 2
420 2240 CL A CONC (SPANDREL) CY 72.000 525.00000 189.000 391.90476 2
420 2242 CL A CONC (CHANNEL LINING) CY     20.000 450.00000 1
420 2243 CL E CONC (SEAL SLAB) CY     1,110.600 168.65190 4
420 2247 CL H CONC (CIP BOX) (HPC) CY     15,647.000 1,160.00000 1
420 2256 CL S CONC (APPR SLAB) (HPC) CY 264.300 421.90390 5,375.900 407.31387 24
420 2260 CLASS A CONC EDGE CY     277.700 336.18999 1
420 2268 CL C CONC (RAIL FOUNDATION) (HPC) CY 19.000 130.00000 124.800 348.63782 3
420 2269 CL C CONC (CAP) (HPC) CY 174.700 1,097.81053 221.700 1,119.47452 3
420 2283 CL F CONC (END WALL) CY     235.600 2,000.00000 1
420 2285 CL F CONC (GRADE BEAM) CY     1,497.200 500.00000 1
420 2286 CL H CONC (PRECAST PANEL) SF     66,793.000 22.00000 1
420 2287 CL S CONC (APPR SLAB) (MOD) CY     304.000 370.00000 1
420 2291 CL S CONC (BRIDGE MEDIAN) (HPC) CY     269.300 298.09135 4
420 2292 CL S CONC (BRIDGE SDWLK) (HPC) CY 121.500 350.00000 1,085.500 370.81096 8
422 2001 REINF CONC SLAB SF 1,076,969.000 10.95333 5,178,977.900 10.35125 75
422 2002 REINF CONC SLAB (EXT SLAB) SF 13,507.800 19.00000 30,881.800 21.91054 4
422 2003 REINF CONC SLAB (HPC) (CL S) SF 309,193.000 16.02793 1,069,152.500 16.43063 34
422 2008 REINF CONC SLAB (EXT SLAB) (HPC) (CL S) SF 17,062.000 17.00000 24,095.000 16.25277 2
423 2001 RETAINING WALL (MSE) SF 20,016.000 51.95703 998,692.540 40.28291 39
423 2003 RETAINING WALL (MSE) (ASHLAR STONE FIN) SF 58,810.000 44.70000 107,770.000 39.32046 4
423 2005 RETAINING WALL (TEMP WALL) SF 60,128.000 10.00000 302,500.000 7.56958 9
423 2006 RETAINING WALL (CONC BLOCK) SF 20,586.000 27.00000 60,879.000 26.68963 16
423 2007 RETAINING WALL (SPREAD FOOTING) SF 13,200.000 64.14621 16,741.000 63.47753 6
423 2008 RETAINING WALL (STONE) SF 202.000 45.00000 2,295.000 45.00000 2
423 2009 RETAINING WALL (SOIL NAILED) (FACIA) SF     247,807.000 26.89462 12
423 2011 RETAINING WALL (DRILL SHAFT) (FACIA) SF     35,249.680 57.67788 5
423 2012 RETAINING WALL (CAST - IN - PLACE) SF 12,768.000 73.07308 74,880.400 54.54773 26
423 2014 RET WALL (SPREAD FOOTING) (SPL) SF     10,848.000 36.00179 2
423 2018 RETAINING WALL (MSE) (WAVE SCHEME) SF     24,398.000 26.62592 2
423 2024 RETAINING WALL (MSE) (HORIZONTAL SCHEME SF 191,941.000 25.00000 620,763.000 24.85341 6
423 2025 RETAINING WALL (SPECIAL) SF 3,617.000 95.00000 42,046.000 56.43864 6
423 2035 RETAINING WALL (MSE) (WELDED WIRE FACE) SF     7,348.000 41.89000 1
423 2036 RET WALL (SOIL NAILED) (FASCIA) (HOR SCH) SF     12,784.000 25.00000 1
423 2049 RET WALL (MSE) (VERTICAL SCHEME) (SPL) SF     452,564.000 33.63339 2
423 2050 RET. WALL (SOIL NAILED) (GUNNITE FACIA) SF     946.000 65.00000 1
423 2053 RETAINING WALL (EXISTING MSE) (FACIA) SF 2,053.000 26.30000 2,053.000 26.30000 1
425 2002 PRESTR CONC BEAM (TY B) LF     960.000 115.00000 1
425 2003 PRESTR CONC BEAM (TY C) LF     5,545.110 68.73164 2
425 2004 PRESTR CONC BEAM (TY IV) LF     36,885.320 117.28718 4