AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Friday, August 1, 2014
ITEMS 420 2019 TO 425 2002
Items Items Bid Code Range
0100 - 0193
0204 - 0292
0305 - 0368
0400 - 0499
0500 - 0560
0610 - 0690
0712 - 0788
0800 - 0800
1003 - 1146
2021 - 2271
3042 - 3285
4001 - 4679
5050 - 5997
6004 - 6986
7380 - 7642
8008 - 8999
9009 - 9059
400 2001 - 420 2018
420 2019 - 425 2002
425 2003 - 430 2076
430 2079 - 432 2035
432 2036 - 450 2043
450 2044 - 454 2008
454 2009 - 464 2003
464 2004 - 465 2116
465 2117 - 465 2459
465 2475 - 466 2021
466 2022 - 466 2300
466 2304 - 467 2158
467 2159 - 467 2344
467 2348 - 476 2100
479 2001 - 499 2001
Item No Description Units July 31, 2014 Twelve Month Moving Usage
Quantity Avg Bid Quantity Avg Bid
420 2019 CL C CONC (CAP) CY 1,049.500 577.47508 2,649.500 635.02474 12
420 2020 CL C CONC (CRASHWALL) CY 972.900 700.00000 1,258.300 614.40038 3
420 2022 CL E CONC (SEAL) CY 12.000 430.00000 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 309.700 610.79202 4,752.340 577.06849 36
420 2030 CL S CONC (PAN GIRD) CY 127.200 2,481.53994 127.200 2,481.53994 1
420 2031 CL S CONC (SHEAR KEY) CY 182.700 138.99206 1,446.800 203.34673 16
420 2032 CL S CONC (CULV DIR TRAF) CY     161.380 774.27810 3
420 2033 CL S CONC (APPR SLAB) CY 836.700 386.22135 10,519.120 409.11132 46
420 2034 CL S CONC (BRIDGE SDWLK) CY 376.400 306.33634 1,343.300 377.39573 14
420 2035 CL S CONC (CIP SLAB SPAN) CY     132.600 758.55000 1
420 2036 CL A CONC (SEAL) CY     28.000 266.00000 3
420 2039 CL D CONC (MISC) CY     68.000 220.00000 1
420 2041 CL C CONC (ABUT) (HPC) CY 371.200 781.44965 5,990.400 706.98839 45
420 2042 CL C CONC (BENT) (HPC) CY 857.700 1,098.89822 6,971.210 825.78583 30
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 1,592.400 1,000.00000 12,957.400 605.32603 5
420 2051 CL C CONC (COLUMN) CY 1,065.400 886.74179 6,176.970 695.21534 13
420 2055 CL C CONC (COLUMN) (MASS PLACEMENT) CY 1,813.200 644.17522 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 110.000 870.40000 845.800 569.27642 3
420 2060 CL B CONC (DITCH INTERCEPTOR STRUCTURE EA 2.000 3,200.00000 20.000 1,520.00000 3
420 2061 CL S CONC (HPC) BAS CY 523.400 419.32912 1,055.600 479.79051 7
420 2064 CL A CONC (PLUG) EA 8.000 725.00000 29.000 1,081.77172 5
420 2068 CL S CONC (HPC) (SLAB) CY     525.800 943.08699 9
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 608.600 650.00000 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     77.400 1,119.88217 2
420 2081 CL C CONC (DECORATIVE EARWALL) CY     3.300 3,800.00000 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 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     9,912.900 597.36510 3
420 2090 CL A CONC (COLLAR) EA 3.000 800.00000 137.000 915.86861 11
420 2091 CL B CONC (MISC) CY     15.000 500.00000 1
420 2102 CL A CONC (MEDIAN) CY     567.000 663.40035 3
420 2104 CL A CONC (FLUME) CY 151.000 391.65563 204.000 393.21078 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 150.200 500.00000 673.600 430.19596 5
420 2120 CL C CONC (BUS STOP) CY     277.000 450.00000 1
420 2123 CL C CONC (FOOTING) (HPC) CY     307.200 716.87500 2
420 2124 CL S CONC (SLAB) SF 12,036.000 11.68893 43,305.000 11.46217 6
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 133.000 915.97744 2
420 2223 CL C CONC (COLUMN) (HPC) CY     216.000 925.04630 4
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     2.400 758.41667 1
420 2240 CL A CONC (SPANDREL) CY     117.000 310.00000 1
420 2242 CL A CONC (CHANNEL LINING) CY     20.000 450.00000 1
420 2243 CL E CONC (SEAL SLAB) CY 1,026.600 153.94000 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 265.300 575.93483 6,200.000 410.28474 28
420 2260 CLASS A CONC EDGE CY 277.700 336.18999 277.700 336.18999 1
420 2268 CL C CONC (RAIL FOUNDATION) (HPC) CY     105.800 387.90170 2
420 2269 CL C CONC (CAP) (HPC) CY     47.000 1,200.00000 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 70.400 400.00000 332.800 298.45553 5
420 2292 CL S CONC (BRIDGE SDWLK) (HPC) CY 223.900 521.80572 1,083.600 359.81017 8
420 2293 CL C CONC (PEDESTAL) EA     15.000 2,000.00000 1
420 2294 CL A CONC (DITCH INTERCEPTOR STRUCTURE EA     1.000 30,000.00000 1
422 2001 REINF CONC SLAB SF 680,661.400 15.29275 4,277,900.900 10.62946 76
422 2002 REINF CONC SLAB (EXT SLAB) SF     17,374.000 24.17340 3
422 2003 REINF CONC SLAB (HPC) (CL S) SF 99,767.000 19.36456 963,463.600 16.51079 39
422 2005 REINF CONC SLAB (LIGHTWEIGHT) SF     10,929.000 20.00000 1
422 2008 REINF CONC SLAB (EXT SLAB) (HPC) (CL S) SF     7,033.000 14.44000 1
423 2001 RETAINING WALL (MSE) SF 223,099.000 37.55417 1,031,069.540 40.12042 39
423 2003 RETAINING WALL (MSE) (ASHLAR STONE FIN) SF     52,020.000 32.98461 4
423 2005 RETAINING WALL (TEMP WALL) SF 97,113.000 .88900 253,085.000 7.07387 9
423 2006 RETAINING WALL (CONC BLOCK) SF 1,427.000 27.71198 46,295.000 26.34692 18
423 2007 RETAINING WALL (SPREAD FOOTING) SF 1,307.000 61.00000 3,541.000 60.98486 4
423 2008 RETAINING WALL (STONE) SF     2,093.000 45.00000 1
423 2009 RETAINING WALL (SOIL NAILED) (FACIA) SF 28,912.000 32.00000 251,621.000 27.33580 13
423 2011 RETAINING WALL (DRILL SHAFT) (FACIA) SF 25,988.000 51.50000 35,249.680 57.67788 5
423 2012 RETAINING WALL (CAST - IN - PLACE) SF 23,911.400 43.80782 67,702.900 50.98571 27
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 2020 RETAINING WALL (BRICK VENEER) SF     1,170.000 26.00000 1
423 2024 RETAINING WALL (MSE) (HORIZONTAL SCHEME SF 3,589.000 40.00000 428,822.000 24.78780 5
423 2025 RETAINING WALL (SPECIAL) SF 200.000 110.00000 38,429.000 52.80918 5
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 123,696.000 30.00000 452,564.000 33.63339 2
423 2050 RET. WALL (SOIL NAILED) (GUNNITE FACIA) SF     946.000 65.00000 1
425 2002 PRESTR CONC BEAM (TY B) LF     960.000 115.00000 1