| Item No |
Description |
Units |
January 31, 2012 |
Twelve Month Moving |
Usage |
| Quantity |
Avg Bid |
Quantity |
Avg Bid |
| 310 2002 |
PRIME COAT (AE - P) |
GAL |
|
|
18,580.000 |
4.09000 |
1 |
| 310 2005 |
PRIME COAT (MC - 30 OR AE - P) |
GAL |
41,714.400 |
4.07180 |
76,277.400 |
4.02350 |
5 |
| 314 2013 |
EMULS ASPH (EROSN CONT) (CSS - 1H) |
GAL |
|
|
12,694.000 |
2.78136 |
2 |
| 315 2004 |
FOG SEAL (CSS - 1H) |
GAL |
727.460 |
3.74999 |
14,631.690 |
3.26870 |
4 |
| 315 2006 |
FOG SEAL (SS - 1H OR CSS - 1H) |
GAL |
25,993.000 |
1.98674 |
25,993.000 |
1.98674 |
2 |
| 316 2172 |
AGGR (TY - B GR - 3 SAC - B) |
CY |
|
|
1,176.500 |
60.00000 |
1 |
| 316 2223 |
AGGR (TY - PB GR - 4 SAC - B) |
CY |
412.460 |
188.39999 |
2,808.360 |
117.90253 |
5 |
| 316 2357 |
ASPH (AC - 20 - 5TR OR CRS - 1P) |
GAL |
|
|
900.000 |
10.50000 |
1 |
| 316 2705 |
ASPH (TIER I) |
GAL |
38,538.730 |
3.88427 |
197,136.130 |
4.02934 |
6 |
| 316 2707 |
ASPH (TIER III) |
GAL |
|
|
171,223.000 |
3.57306 |
2 |
| 316 2717 |
AGGR (TIER I) |
CY |
308.000 |
116.25000 |
2,073.700 |
175.48435 |
3 |
| 316 2719 |
AGGR (TIER III) |
CY |
|
|
1,970.000 |
118.82000 |
1 |
| 340 2014 |
D - GR HMA (METH) TY - B PG70 - 22 |
TON |
|
|
91.000 |
210.00000 |
1 |
| 340 2038 |
D - GR HMA (METH) TY - C PG64 - 28 |
TON |
|
|
3,488.840 |
127.85100 |
1 |
| 340 2104 |
D - GR HMA (METH) TY - D SAC - B PG64 - 22 |
TON |
100.000 |
197.00000 |
100.000 |
197.00000 |
1 |
| 340 2238 |
D - GR HMA (METH) TY - B PG70 - 28 |
TON |
|
|
3,370.000 |
110.00000 |
1 |
| 344 2294 |
PRF - DSGN - MX CMHB - F SAC - A PG70 - 28 |
TON |
124,239.900 |
87.73944 |
124,239.900 |
87.73944 |
2 |
| 344 2338 |
PRF - DSGN - MX SP - B PG70 - 28 |
TON |
|
|
17,456.600 |
86.07800 |
1 |
| 346 2048 |
STONE - MTRX - ASPH SMA - D SAC - A PG70 - 28 |
TON |
110,449.940 |
94.59738 |
148,774.140 |
98.56564 |
5 |
| 351 2013 |
FLEXIBLE PAVEMENT STRUCTURE REPAIR (4") |
SY |
|
|
275.000 |
57.75000 |
1 |
| 354 2021 |
PLANE ASPH CONC PAV (0" TO 2") |
SY |
3,097.000 |
2.60000 |
3,097.000 |
2.60000 |
1 |
| 354 2042 |
PLANE ASPH CONC PAV (8") |
SY |
95,317.000 |
2.50000 |
95,317.000 |
2.50000 |
1 |
| 354 2045 |
PLANE ASPH CONC PAV (2") |
SY |
95,317.000 |
.90000 |
118,453.000 |
1.10508 |
2 |
| 354 2049 |
PLANE ASPH CONC PAV (6") |
SY |
21,050.000 |
3.25000 |
23,550.000 |
3.54724 |
2 |
| 354 2051 |
PLANE ASPH CONC PAV (0" TO 1 1 / 2") |
SY |
|
|
918.000 |
7.70000 |
1 |
| 354 2057 |
PLANE ASPH CONC PAV (4") |
SY |
80,050.000 |
2.30000 |
80,050.000 |
2.30000 |
1 |
| 354 2058 |
PLANE ASPH CONC PAV (0" TO 3 - 1 / 4") |
SY |
|
|
4,043.190 |
5.65000 |
1 |
| 354 2093 |
PLANE ASPH CONC PAV (0" TO 16") |
SY |
|
|
11,579.700 |
15.30200 |
1 |
| 354 2107 |
PLANE ASPH CONC PAV (3" TO 4") |
SY |
|
|
94,116.000 |
1.35000 |
1 |
| 360 2003 |
CONC PVMT (CONT REINF - CRCP) (10") |
SY |
|
|
16,173.390 |
57.80300 |
2 |
| 368 2003 |
JUNCTION TRANSITION TERMINALS |
LF |
122.000 |
117.25000 |
122.000 |
117.25000 |
1 |
