AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE
Last Update: Friday, May 3, 2013
| ITEMS 420 2027 TO 423 2027 |
| Item No | Description | Units | April 30, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 420 2027 | CL F CONC (BENT) | CY | 554.700 | 752.63818 | 2 | ||
| 420 2029 | CL S CONC (SLAB) | CY | 892.400 | 532.27974 | 9,192.620 | 515.34975 | 51 |
| 420 2031 | CL S CONC (SHEAR KEY) | CY | 139.400 | 220.63544 | 759.500 | 269.78552 | 19 |
| 420 2033 | CL S CONC (APPR SLAB) | CY | 335.400 | 372.17949 | 11,373.700 | 373.95263 | 61 |
| 420 2034 | CL S CONC (BRIDGE SDWLK) | CY | 22.700 | 700.00000 | 2,212.100 | 323.40303 | 18 |
| 420 2035 | CL S CONC (CIP SLAB SPAN) | CY | 9.200 | 2,000.00000 | 1 | ||
| 420 2036 | CL A CONC (SEAL) | CY | 48.000 | 293.75000 | 2 | ||
| 420 2037 | CL C CONC (VALLEY GUTTER) | SY | 23.000 | 123.00000 | 76.000 | 101.38158 | 2 |
| 420 2041 | CL C CONC (ABUT) (HPC) | CY | 328.400 | 634.79963 | 4,799.000 | 672.27880 | 39 |
| 420 2042 | CL C CONC (BENT) (HPC) | CY | 169.300 | 890.00000 | 8,681.600 | 762.48898 | 30 |
| 420 2043 | CL F CONC (ABUT) (MASS PLACEMENT) | CY | 105.000 | 800.00000 | 1 | ||
| 420 2049 | CL S CONC (BRIDGE MEDIAN) | CY | 730.300 | 297.23785 | 3 | ||
| 420 2050 | CL F CONC (CAP) | CY | 7,752.100 | 580.65492 | 23,301.110 | 587.63691 | 8 |
| 420 2051 | CL C CONC (COLUMN) | CY | 1,871.000 | 590.59540 | 8,213.700 | 628.91259 | 22 |
| 420 2052 | CL C CONC (PILASTER) | CY | 864.200 | 884.66559 | 2 | ||
| 420 2055 | CL C CONC (COLUMN) (MASS PLACEMENT) | CY | 3,388.800 | 600.00000 | 20,611.300 | 496.09763 | 7 |
| 420 2057 | CL HES CONC (MISC) | SY | 440.000 | 146.07000 | 1 | ||
| 420 2058 | CL C CONC (COLLAR) | CY | 163.600 | 1,239.11980 | 4 | ||
| 420 2059 | CL C CONC (CAP) (MASS PLACEMENT) | CY | 1,145.500 | 600.00000 | 3,705.200 | 577.42183 | 5 |
| 420 2060 | CL B CONC (DITCH INTERCEPTOR STRUCTURE | EA | 10.000 | 1,420.00000 | 69.000 | 1,664.63536 | 6 |
| 420 2061 | CL S CONC (HPC) BAS | CY | 51.400 | 425.00000 | 1,777.600 | 348.78036 | 10 |
| 420 2062 | CL S CONC (HPC) REINF CONC SLAB | SF | 2,710.000 | 15.87823 | 5,770.000 | 17.87851 | 3 |
| 420 2064 | CL A CONC (PLUG) | EA | 4.000 | 700.00000 | 34.000 | 827.20588 | 10 |
| 420 2065 | CL A CONC (STEPS) | CY | 18.400 | 1,398.11087 | 3 | ||
| 420 2068 | CL S CONC (HPC) (SLAB) | CY | 23.300 | 1,200.00000 | 353.000 | 728.79178 | 5 |
| 420 2069 | CL S CONC (HPC) (SHEAR KEY) | CY | 19.200 | 336.45833 | 2 | ||
| 420 2076 | CL C CONC (TRAFFIC RAIL) | CY | 105.700 | 561.57048 | 2 | ||
| 420 2077 | CL C CONC (HPC) (CRASHWALL) | CY | 481.900 | 524.06889 | 3 | ||
| 420 2078 | CL A CONC (MISC) (8") | SY | 104.000 | 78.00000 | 1 | ||
| 420 2084 | CL A CONC (CURB OUTLET) (TY I) | EA | 4.000 | 1,350.00000 | 2 | ||
| 420 2085 | CL A CONC (CURB OUTLET) (TY II) | EA | 5.000 | 1,110.00000 | 2 | ||
| 420 2087 | CL F CONC (ABUT) | CY | 194.900 | 850.23807 | 2 | ||
| 420 2088 | CL S CONC (DIAPHRAGM) | CY | 13.100 | 2,200.00000 | 2 | ||
| 420 2090 | CL A CONC (COLLAR) | EA | 83.000 | 853.12590 | 7 | ||
| 420 2091 | CL B CONC (MISC) | CY | 497.000 | 416.58032 | 5 | ||
| 420 2092 | CL C CONC (CAP) (MASS PLACEMENT) (HPC) | CY | 4,544.600 | 731.62985 | 3 | ||
| 420 2093 | CL C CONC (COLUMN) (MASS PLACE) (HPC) | CY | 250.100 | 610.00000 | 7,069.400 | 572.00880 | 5 |
| 420 2101 | CL A CONC (RAMPS, STAIRS AND WALLS) | CY | 282.000 | 464.55319 | 3 | ||
| 420 2103 | CL A CONC (CAP) | CY | 19.500 | 245.58000 | 1 | ||
| 420 2104 | CL A CONC (FLUME) | CY | 30.000 | 478.00733 | 3 | ||
| 420 2107 | CL A CONC (STEPS) | EA | 28.000 | 1,175.00000 | 1 | ||
| 420 2117 | CL C CONC (SIGN FOOTING) | CY | 317.200 | 586.19168 | 751.500 | 569.88975 | 7 |
| 420 2119 | CL K CONC (MISC) | CY | 9.600 | 6,000.00000 | 1 | ||
| 420 2124 | CL S CONC (SLAB) | SF | 21,022.000 | 11.95416 | 3 | ||
| 420 2125 | CL C CONC (VEH DEFL WALL) | CY | 64.000 | 1,000.00000 | 1 | ||
| 420 2213 | CL H CONC (FASCIA PANEL) | CY | 58.400 | 1,900.00000 | 58.400 | 1,900.00000 | 1 |
| 420 2216 | CL S CONC (SUPPORT SLAB) | CY | 23.000 | 1,350.00000 | 1 | ||
| 420 2220 | CL C CONC (SHEAR KEY) | CY | 33.000 | 1.00000 | 1 | ||
| 420 2221 | CL S CONC (JUNCTION BOX) | CY | 205.000 | 950.00000 | 1 | ||
| 420 2223 | CL C CONC (COLUMN) (HPC) | CY | 2,030.700 | 516.25390 | 5 | ||
| 420 2225 | CL C CONC (SLAB) | CY | 38.800 | 560.00000 | 1 | ||
| 420 2229 | CL K CONC (BENT) | CY | 51.500 | 850.00000 | 1 | ||
| 420 2232 | CL S CONC (LIGHTWEIGHT) (FILL & SIDEWALK) | CY | 11.000 | 421.12000 | 1 | ||
| 420 2233 | CL C CONC (CURB) | CY | 33.600 | 600.00000 | 1 | ||
| 420 2240 | CL A CONC (SPANDREL) | CY | 56.000 | 350.00000 | 1 | ||
| 420 2242 | CL A CONC (CHANNEL LINING) | CY | 212.000 | 250.00000 | 1 | ||
| 420 2252 | CL HES CONC (MISC) | CY | 3.000 | 700.00000 | 1 | ||
| 420 2256 | CL S CONC (APPR SLAB) (HPC) | CY | 302.800 | 380.00000 | 5,944.300 | 375.05610 | 22 |
| 420 2262 | CL C CONC (APPR SLAB) | CY | 61.000 | 400.00000 | 1 | ||
| 420 2263 | CL C CONC (BENT) (HPC) (MASS PLACEMENT) | CY | 3,127.200 | 540.00000 | 1 | ||
| 420 2264 | CL H CONC (COLUMN) (MASS PLACEMENT) (HPC | CY | 63.300 | 620.00000 | 1 | ||
| 420 2268 | CL C CONC (RAIL FOUNDATION) (HPC) | CY | 75.400 | 330.00000 | 409.500 | 391.59414 | 6 |
| 420 2269 | CL C CONC (CAP) (HPC) | CY | 1,806.200 | 607.32040 | 4 | ||
| 420 2278 | CL F CONC (CAP) (MASS PLACEMENT) (HPC) | CY | 631.200 | 1,023.69376 | 2 | ||
| 420 2281 | CL C CONC (WALL) | CY | 168.000 | 818.21429 | 2 | ||
| 420 2282 | CL F CONC (MAIN PIER) (HPC) (MASS PLCMNT) | CY | 376.000 | 560.00000 | 1 | ||
| 420 2284 | CL C CONC (PARAPET) | CY | 5.700 | 3,400.00000 | 5.700 | 3,400.00000 | 1 |
| 420 2287 | CL S CONC (APPR SLAB) (MOD) | CY | 181.300 | 383.30116 | 2 | ||
| 420 2291 | CL S CONC (BRIDGE MEDIAN) (HPC) | CY | 494.800 | 360.51738 | 4 | ||
| 420 2292 | CL S CONC (BRIDGE SDWLK) (HPC) | CY | 883.500 | 324.69949 | 5 | ||
| 420 2294 | CL A CONC (DITCH INTERCEPTOR STRUCTURE | EA | 2.000 | 2,500.00000 | 1 | ||
| 420 2295 | CLASS H CONC (CAP) | CY | 192.000 | 750.00000 | 1 | ||
| 420 2296 | CLASS S CONC (CLOSURE POUR) | CY | 5.600 | 1,000.00000 | 1 | ||
| 420 2297 | CL C CONC (ABUT BKWL) | CY | 12.900 | 2,500.00000 | 1 | ||
| 420 2298 | CL C CONC (WEB WALL) | CY | 22.200 | 425.00000 | 1 | ||
| 420 2300 | CL H CONC (CAP) (MASS PLACEMENT) (HPC) | CY | 2,426.600 | 690.00000 | 1 | ||
| 420 2301 | CL S CONC (CLOSURE POUR) (HPC) | CY | 59.600 | 1,020.00000 | 1 | ||
| 420 2302 | CL F CONC (BENT) (MASS PLACEMENT) (HPC) | CY | 705.600 | 920.00000 | 1 | ||
| 420 2303 | CLASS C CONCRETE (JUNCTION BOX) | CY | 28.200 | 1,373.30000 | 1 | ||
| 422 2001 | REINF CONC SLAB | SF | 1,051,764.000 | 8.37468 | 5,931,108.100 | 9.55790 | 79 |
| 422 2002 | REINF CONC SLAB (EXT SLAB) | SF | 56,180.000 | 18.55400 | 3 | ||
| 422 2003 | REINF CONC SLAB (HPC) (CL S) | SF | 40,218.000 | 14.50000 | 1,752,695.000 | 13.91844 | 31 |
| 422 2004 | REINF CONC SLAB (CL S) (ALT) | SF | 37,200.000 | 12.00000 | 1 | ||
| 422 2008 | REINF CONC SLAB (EXT SLAB) (HPC) (CL S) | SF | 97,647.000 | 15.83119 | 2 | ||
| 423 2001 | RETAINING WALL (MSE) | SF | 10,863.000 | 48.00000 | 1,382,052.600 | 33.70331 | 30 |
| 423 2003 | RETAINING WALL (MSE) (ASHLAR STONE FIN) | SF | 30,979.000 | 45.00000 | 1 | ||
| 423 2005 | RETAINING WALL (TEMP WALL) | SF | 53,884.000 | 10.08417 | 329,144.000 | 9.69626 | 16 |
| 423 2006 | RETAINING WALL (CONC BLOCK) | SF | 610.000 | 6.80000 | 50,420.000 | 26.64134 | 11 |
| 423 2007 | RETAINING WALL (SPREAD FOOTING) | SF | 12,410.000 | 53.00000 | 73,695.360 | 46.87104 | 19 |
| 423 2009 | RETAINING WALL (SOIL NAILED) (FACIA) | SF | 107,102.900 | 39.64790 | 10 | ||
| 423 2010 | RETAINING WALL (ROCK NAILED) (FACIA) | SF | 105,982.900 | 39.93372 | 2 | ||
| 423 2011 | RETAINING WALL (DRILL SHAFT) (FACIA) | SF | 31,423.000 | 50.99000 | 69,396.000 | 49.26725 | 6 |
| 423 2012 | RETAINING WALL (CAST - IN - PLACE) | SF | 3,285.000 | 39.45297 | 87,942.500 | 45.86313 | 30 |
| 423 2013 | RETAINING WALL (TIEBACK) | SF | 89,527.000 | 58.00000 | 1 | ||
| 423 2018 | RETAINING WALL (MSE) (WAVE SCHEME) | SF | 146,146.000 | 30.90221 | 2 | ||
| 423 2021 | RETAINING WALL (MSE) (WILDLIFE SCHEME) | SF | 20.000 | 50.00000 | 1 | ||
| 423 2022 | RETAINING WALL (MSE) (VERTICAL SCHEME) | SF | 309,351.000 | 33.28307 | 2 | ||
| 423 2024 | RETAINING WALL (MSE) (HORIZONTAL SCHEME | SF | 49,532.000 | 28.80000 | 251,678.000 | 28.18283 | 5 |
| 423 2025 | RETAINING WALL (SPECIAL) | SF | 7,279.000 | 76.60307 | 2 | ||
| 423 2027 | RETAINING WALL (SPREAD FOOT) (ASHLAR) | SF | 1,882.000 | 70.11583 | 2 | ||
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