| 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 |