AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE

Last Update: Friday, April 05, 2019
ITEMS 420 6043 TO 425 6004
ItemsItemsBid Code Range
0100 - 0193
0204 - 0292
0305 - 0361
0400 - 0499
0500 - 0560
0610 - 0690
0700 - 0788
0800 - 0800
1000 - 1010
2000 - 2017
3000 - 3070
4001 - 4132
5000 - 5102
6000 - 6349
7011 - 7196
400 6001 - 420 6040
420 6043 - 425 6004
425 6007 - 434 6036
434 6041 - 450 6083
450 6084 - 462 6027
462 6028 - 464 6013
464 6014 - 465 6068
465 6069 - 465 6259
465 6261 - 466 6160
466 6163 - 467 6134
467 6136 - 467 6318
467 6319 - 467 6551
467 6553 - 491 6001
495 6001 - 499 6001
Item NoDescriptionUnitsMarch 31, 2019Twelve-Month-MovingUsage
QuantityAvg BidQuantityAvg Bid
420 6043CL C CONC (FOOTING)CY27.000650.000004,587.200690.6918515
420 6044CL C CONC (FOOTING)(HPC)CY  2,705.8001,065.595973
420 6045CL C CONC (FOOTING)(MASS)CY  721.600714.989145
420 6046CL C CONC (FOOTING)(HPC)(MASS)CY  5,366.600558.311412
420 6047CL C CONC (FOOTING)(SRC)CY  104.000950.000002
420 6049CL C CONC (CRASHWALL)CY  1,261.700703.494965
420 6050CL C CONC (CRASHWALL)(HPC)CY  867.900826.266103
420 6051CL C CONC (CULV)CY  459.5601,297.390987
420 6054CL C CONC (HEADWALL)CY  264.8001,034.628257
420 6057CL C CONC (WINGWALLS)CY  123.0001,086.671148
420 6060CL C CONC (INLET)CY  38.000650.000001
420 6062CL C CONC (RETAINING WALL)CY1.3001,000.000001,246.300658.043813
420 6064CL C CONC (COPING)CY  485.500812.094995
420 6066CL C CONC (RAIL FOUNDATION)CY174.200696.2686616,591.770446.1904452
420 6068CL C CONC (SIGN COLUMN)CY  7,274.610873.547188
420 6069CL C CONC (SIGN COLUMN)(SRC)CY  200.0001,125.000002
420 6070CL C CONC (PILE ENCASEMENT)CY  36.8009,695.163042
420 6071CL C CONC (COLLAR)EA27.000819.27852253.000934.1500029
420 6074CL C CONC (MISC)CY14.300561.538461,887.630647.1517229
420 6075CL E CONC (SEAL)CY  409.120385.654583
420 6076CL E CONC (SEAL SLAB)CY  182.700302.846204
420 6077CL E CONC (SEAL SLAB)(NON-REINF)CY  416.000193.028852
420 6079CL F CONC (BENT)(HPC)CY  723.200500.000001
420 6080CL F CONC (BENT)(MASS)CY  956.000829.000001
420 6082CL F CONC (CAP)CY  18,012.740771.984635
420 6083CL F CONC (CAP)(HPC)CY  992.600811.724703
420 6084CL F CONC (CAP)(MASS)CY  1,572.000859.287532
420 6090CL F CONC (COLUMN)CY  289.0001,132.880001
420 6091CL F CONC (COLUMN)(HPC)CY  4,967.800870.756063
420 6098CL F CONC (FOOTING)CY  1,245.000482.420001
420 6107CL H CONC (CAP)(HPC)CY  812.000820.000001
420 6110CL H CONC (PT CAP)CY  2,543.8001,050.000001
420 6123CL K CONC (APPROACH SLAB)CY  50.600568.379452
420 6125CL K CONC (CAP)CY  86.4003,000.000001
420 6128CL K CONC (MISC)CY  491.000715.414662
420 6129CL K CONC (PEDESTAL)CY  1.4003,240.014291
420 6130CL K CONC (PEDESTAL)EA  64.0002,000.000001
420 6132CL A CONC (STEPS)CY  33.0001,068.181824
420 6133CL A CONC (CHANNEL LINING)CY  505.000403.287132
420 6134CL C CONC (SIGN FOOTING)CY  851.0001,045.709615
420 6135CL C CONC (RAIL FOUNDATION)(HPC)CY  1,545.800641.251733
420 6136CL C CONC (RAC-R)CY  480.3301,005.1567016
420 6138CL C CONC (VEH DEFL WALL)CY  2,696.9001,287.246563
420 6139CL C CONC (VEH DEFL WALL)(HPC)CY317.4001,556.71078633.8001,697.693664
420 6141CL C CONC (CURB)CY  11.2001,555.097324
420 6143CL S CONC (JUNCTION BOX)CY  283.6001,485.190412
420 6144CLASS S CONC UTILITY PROTECTION PADDINCY  73.000780.000001
420 6145CL A CONC (SPANDREL)CY  92.000454.760001
420 6151CL S CONC(APPR SLAB)(MOD)CY  831.0001,000.000001
420 6156CL C CONC (WEBWALL)CY  337.100725.000001
420 6159CL C CONC(COPING)(HPC)LF  4,756.000114.060132
420 6166CL C CONC (TIE BEAM)CY  94.800550.000001
420 6168CL F CONC (ABUT) (HPC)CY  286.800485.000001
420 6169CL K CONC (APPROACH SLAB) (ABC)CY  306.800550.000001
420 6170CL K CONC (ABUT) (EXTEND)CY  .6007,750.000001
420 6171CL F CONC (MISC) (HPC)CY  13.6001,450.000001
422 6001REINF CONC SLABSF47,425.00016.100415,815,658.10014.1626161
422 6002REINF CONC SLAB (HPC)SF10,380.00020.000001,850,295.36019.5699432
422 6003REINF CONC SLAB (EXTEND SLAB)SF  612,139.00020.5783511
422 6004REINF CONC SLAB (EXTEND SLAB)(HPC)SF  177,083.00022.714096
422 6005REINF CONC SLAB (BOX BEAM)SF12,052.00015.6857047,602.60014.2256714
422 6006REINF CONC SLAB (BOX BEAM)(HPC)SF  15,600.00012.500001
422 6007REINF CONC SLAB (SLAB BEAM)SF14,912.00015.13538219,337.70014.1267433
422 6008REINF CONC SLAB (SLAB BEAM)(HPC)SF  3,071.00022.000001
422 6011BRIDGE MEDIANSF507.00014.00000507.00014.000001
422 6012BRIDGE MEDIAN (HPC)SF  26,749.0008.724405
422 6013BRIDGE SIDEWALKSF4,032.0009.6607118,461.9009.983048
422 6014BRIDGE SIDEWALK (HPC)SF  52,194.0009.676968
422 6015APPROACH SLABCY390.400444.2213120,823.700452.8514059
422 6016APPROACH SLAB (HPC)CY196.0001,018.224496,379.410523.6320528
422 6019SLAB SPANCY  103.000890.000001
422 6023SHEAR KEYCY67.800420.94543530.100369.0315018
422 6034APPROACH SLAB (EXTEND) (HPC)CY  872.000533.426613
422 6035APPROACH SLAB (EXTEND)CY  1,043.300503.852065
422 6039REINF CONC SLAB (SLAB BEAM)(EXT SLAB)SF1,788.00019.190005,968.00018.895832
422 6043INTEGRAL ABUT BKWL (HPC)CY  18.600800.000001
422 6044REINF CONC SLAB(PRCST SUPER ASSEM)(ABCSF  26,334.000113.500001
422 6045CIP CLOSURE (ABC)CY  113.2001,250.000001
423 6001RETAINING WALL (MSE)SF45,367.00038.300002,882,209.00039.2327337
423 6002RETAINING WALL (MSE) (ASHLAR STONE FINSF  376,415.60054.266214
423 6003RETAINING WALL (TEMP WALL)SF15,911.00011.00000678,189.00011.6098414
423 6004RETAINING WALL (CONC BLOCK)SF  108,931.00038.4249810
423 6005RETAINING WALL (SPREAD FOOTING)SF  65,423.00062.050766
423 6007RETAINING WALL (DRILL SHAFT) (FACIA)SF  81,017.00031.272637
423 6008RETAINING WALL (CAST - IN - PLACE)SF  57,460.00055.6155112
423 6010RET WALL (SPREAD FOOTING) (SPL)SF  607.00040.000001
423 6012RETAINING WALL (MSE) (WAVE SCHEME)SF  556,461.00034.614873
423 6013RETAINING WALL (BRICK VENEER)SF  764.00088.000001
423 6014RETAINING WALL (MSE)(HORIZONTAL SCHEMESF  474,420.00040.230162
423 6015RETAINING WALL (SPECIAL)SF828.00068.000006,153.80090.032836
423 6017RET WALL (SOIL NAILED)(FASCIA)(HOR SCHSF  2,365.00032.900001
423 6019RET WALL (MSE) (VERTICAL SCHEME) (SPL)SF  216,836.00021.951092
423 6020RET. WALL (SOIL NAILED) (GUNNITE FACIASF  29,949.00017.000001
423 6022RETAINING WALL (SOIL NAIL)(FACIA)SF  344,128.00043.9792315
423 6023RETAINING WALL (ROCK NAILED)(FACIA)SF  65,061.00065.000001
423 6038RETAINING WALL (MSE) (BAY AREA SCHEMESF  86,430.00043.000001
425 6001PRESTR CONC BOX BEAM (4B20)LF892.510184.879934,585.446213.3871213
425 6002PRESTR CONC BOX BEAM (5B20)LF1,309.020166.422597,626.480197.0130815
425 6003PRESTR CONC BOX BEAM (4B28)LF278.000207.00000854.000208.398133
425 6004PRESTR CONC BOX BEAM (5B28)LF139.000236.00000288.000227.722222