AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Friday, February 27, 2015
ITEMS 420 2011 TO 423 2025
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0368
0400 - 0499
0500 - 0560
0610 - 0690
0700 - 0788
0800 - 0800
1003 - 1158
2021 - 2336
3006 - 3289
4001 - 4686
5050 - 5997
6001 - 6986
7224 - 7661
8020 - 8999
9009 - 9059
400 2001 - 420 2010
420 2011 - 423 2025
423 2040 - 430 2057
430 2058 - 432 2050
432 2051 - 450 2018
450 2025 - 454 2006
454 2007 - 462 2070
462 2084 - 465 2037
465 2038 - 465 2419
465 2441 - 465 4118
465 4119 - 466 2170
466 2185 - 467 2053
467 2054 - 467 2287
467 2288 - 467 6394
467 6395 - 496 2016
496 2017 - 499 2001
Item No Description Units February 28, 2015 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 2011 CL C CONC (RETAINING WALL) CY     368.000 1,473.47826 3
420 2013 CL C CONC (MISC) CY 202.800 388.31361 1,759.520 503.78683 32
420 2015 CL C CONC (CURB OUTLET) (TY II) EA     1.000 1,750.00000 1
420 2016 CL C CONC (COLLAR) EA 2.000 700.00000 167.000 1,138.75713 16
420 2017 CL C CONC (BENT) (MASS PLACEMENT) CY     2,574.800 742.38465 2
420 2018 CL C CONC (FOOTING) (MASS PLACEMENT) CY     7,083.800 443.77123 5
420 2019 CL C CONC (CAP) CY 10.400 1,110.62981 2,082.900 725.64257 10
420 2020 CL C CONC (CRASHWALL) CY 54.000 1,000.00000 1,860.500 939.00430 5
420 2022 CL E CONC (SEAL) CY     372.300 174.27881 4
420 2023 CL F CONC (COLUMN) CY     759.600 806.76672 2
420 2025 CL F CONC (FOOTING) (MASS PLACEMENT) CY     43.600 790.21995 1
420 2026 CL F CONC (FOOTING) CY     407.400 600.00000 1
420 2028 CL H CONC (BENT) CY 77.600 6,000.00000 77.600 6,000.00000 1
420 2029 CL S CONC (SLAB) CY 174.300 898.95582 1,457.700 763.24847 23
420 2030 CL S CONC (PAN GIRD) CY     127.200 2,481.53994 1
420 2031 CL S CONC (SHEAR KEY) CY 23.900 338.32636 250.400 205.13518 8
420 2032 CL S CONC (CULV DIR TRAF) CY     89.200 713.00448 2
420 2033 CL S CONC (APPR SLAB) CY 645.400 391.69441 8,465.490 489.67278 46
420 2034 CL S CONC (BRIDGE SDWLK) CY     902.900 408.76021 8
420 2035 CL S CONC (CIP SLAB SPAN) CY     88.200 609.78991 1
420 2036 CL A CONC (SEAL) CY     113.000 123.00000 1
420 2039 CL D CONC (MISC) CY     588.900 271.75249 5
420 2041 CL C CONC (ABUT) (HPC) CY 1,052.800 838.15512 7,682.700 749.72269 51
420 2042 CL C CONC (BENT) (HPC) CY 1,952.400 894.56982 14,085.710 792.81627 41
420 2045 CL A CONC (MISC) (6") SY     48.000 250.00000 1
420 2049 CL S CONC (BRIDGE MEDIAN) CY     25.200 500.00000 1
420 2050 CL F CONC (CAP) CY     10,622.700 583.12576 4
420 2051 CL C CONC (COLUMN) CY 121.100 1,489.02337 10,036.570 722.46436 17
420 2055 CL C CONC (COLUMN) (MASS PLACEMENT) CY     4,107.100 608.23709 4
420 2058 CL C CONC (COLLAR) CY     6.000 1,100.00000 1
420 2059 CL C CONC (CAP) (MASS PLACEMENT) CY     3,372.200 548.21398 2
420 2060 CL B CONC (DITCH INTERCEPTOR STRUCTURE EA     2.000 3,200.00000 1
420 2061 CL S CONC (HPC) BAS CY 1,009.000 484.19500 6,083.400 492.13551 14
420 2062 CL S CONC (HPC) REINF CONC SLAB SF     4,550.000 14.01000 1
420 2064 CL A CONC (PLUG) EA     11.000 687.24545 3
420 2068 CL S CONC (HPC) (SLAB) CY 170.200 780.00000 1,169.800 810.64809 10
420 2069 CL S CONC (HPC) (SHEAR KEY) CY 48.600 600.00000 129.600 413.64198 4
420 2071 CL S CONC (BENT) CY     21.200 1,200.00000 1
420 2072 CL H CONC (BENT) (MASS PLACEMENT) CY     608.600 650.00000 1
420 2077 CL C CONC (HPC) (CRASHWALL) CY 141.700 771.53994 141.700 771.53994 1
420 2078 CL A CONC (MISC) (8") SY     267.000 70.00000 1
420 2082 CL C CONC (MEDIAN) CY     11.000 425.00000 1
420 2084 CL A CONC (CURB OUTLET) (TY I) EA     6.000 600.00000 1
420 2089 CL F CONC (CAP) (MASS PLACEMENT) CY     253.400 852.16255 2
420 2090 CL A CONC (COLLAR) EA     41.000 797.90244 6
420 2091 CL B CONC (MISC) CY     2.400 2,000.00000 1
420 2092 CL C CONC (CAP) (MASS PLACEMENT) (HPC) CY     4,717.900 761.24136 3
420 2093 CL C CONC (COLUMN) (MASS PLACE) (HPC) CY     5,099.200 654.87324 3
420 2094 CL C CONC (FOOTING) (MASS PLACE) (HPC) CY     725.100 500.00000 1
420 2104 CL A CONC (FLUME) CY     463.400 486.30703 5
420 2115 CL F CONC (COLUMN) (MASS PLACEMENT) CY     5,466.200 1,082.31865 2
420 2116 CL F CONC (SLAB) CY     111.000 807.20721 2
420 2117 CL C CONC (SIGN FOOTING) CY     296.790 401.21635 2
420 2120 CL C CONC (BUS STOP) CY     290.000 452.24138 2
420 2123 CL C CONC (FOOTING) (HPC) CY     1,186.400 600.00000 1
420 2124 CL S CONC (SLAB) SF     29,061.000 18.32412 7
420 2125 CL C CONC (VEH DEFL WALL) CY     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     114.700 1,777.19677 2
420 2220 CL C CONC (SHEAR KEY) CY     2.100 2,500.58571 1
420 2221 CL S CONC (JUNCTION BOX) CY     148.400 976.58356 3
420 2223 CL C CONC (COLUMN) (HPC) CY 42.600 1,000.00000 3,727.200 770.32060 7
420 2224 CL C CONC (MISC) (HPC) CY     17.900 2,200.00000 1
420 2225 CL C CONC (SLAB) CY     151.000 600.00000 1
420 2233 CL C CONC (CURB) CY     15.600 550.00000 1
420 2240 CL A CONC (SPANDREL) CY     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 11.000 480.00000 1,093.600 168.28347 3
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 696.600 523.87169 5,056.800 466.78374 27
420 2260 CLASS A CONC EDGE CY     277.700 336.18999 1
420 2268 CL C CONC (RAIL FOUNDATION) (HPC) CY     112.000 354.19643 2
420 2269 CL C CONC (CAP) (HPC) CY 88.000 1,000.00000 6,497.900 784.74005 6
420 2276 CL C CONC (WALL) CY     44.100 545.00000 1
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 61.000 315.00000 1,799.400 342.53868 7
420 2292 CL S CONC (BRIDGE SDWLK) (HPC) CY     1,244.600 419.46350 9
420 2311 CL S CONC (APPR SLAB) (SPECIAL) (HPC) CY     667.300 663.20000 1
420 6051 CL C CONC (CULV) CY     29.400 1,250.00000 1
422 2001 REINF CONC SLAB SF 89,916.160 15.65423 3,003,817.560 13.27308 79
422 2002 REINF CONC SLAB (EXT SLAB) SF     34,867.800 19.55604 5
422 2003 REINF CONC SLAB (HPC) (CL S) SF 210,707.000 17.67735 2,751,032.000 15.61896 43
422 2008 REINF CONC SLAB (EXT SLAB) (HPC) (CL S) SF     26,715.000 17.03975 2
423 2001 RETAINING WALL (MSE) SF 7,772.000 54.61570 1,114,233.960 43.24736 35
423 2003 RETAINING WALL (MSE) (ASHLAR STONE FIN) SF     107,770.000 39.32046 4
423 2005 RETAINING WALL (TEMP WALL) SF 24,417.000 13.65000 203,885.000 6.16720 7
423 2006 RETAINING WALL (CONC BLOCK) SF     43,992.000 27.43199 13
423 2007 RETAINING WALL (SPREAD FOOTING) SF     24,284.000 59.18721 9
423 2008 RETAINING WALL (STONE) SF     202.000 45.00000 1
423 2009 RETAINING WALL (SOIL NAILED) (FACIA) SF 5,861.000 40.57396 58,446.000 35.43667 6
423 2010 RETAINING WALL (ROCK NAILED) (FACIA) SF     9,129.000 55.00000 1
423 2011 RETAINING WALL (DRILL SHAFT) (FACIA) SF     46,812.680 50.36588 6
423 2012 RETAINING WALL (CAST - IN - PLACE) SF 1,780.000 50.00000 66,518.400 52.08898 25
423 2013 RETAINING WALL (TIEBACK) SF     21,429.000 45.36000 1
423 2014 RET WALL (SPREAD FOOTING) (SPL) SF     162.000 36.12000 1
423 2024 RETAINING WALL (MSE) (HORIZONTAL SCHEME SF     195,530.000 25.27533 2
423 2025 RETAINING WALL (SPECIAL) SF     8,745.000 107.39383 4