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| AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - YOAKUM DISTRICT | ||||
| Last Update: Tuesday, November 24, 2009 |
| ITEMS 305 2044 TO 361 2001 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0192 0247 - 0275 0305 - 0361 0400 - 0496 0500 - 0560 0618 - 0688 0720 - 0784 |
4013 - 4478 5261 - 5629 6006 - 6834 8251 - 8386 |
305 2044 - 361 2001 |
| Item No | Description | Units | November 30, 2009 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 305 2044 | SALV, HAUL & STKPL RCL APH PV (0 - 14") | SY | 20,386.000 | 3.50000 | 2 | ||
| 310 2001 | PRIME COAT (MC - 30) | GAL | 1,336.000 | 3.52000 | 1,708.000 | 5.20066 | 3 |
| 310 2016 | PRIME COAT (RC - 250) | GAL | 1,500.000 | 3.52000 | 53,466.000 | 3.32772 | 9 |
| 316 2005 | ASPH (AC - 15P) | GAL | 1,462,833.000 | 2.95201 | 3 | ||
| 316 2006 | ASPH (AC - 20 - 5TR) | GAL | 544,421.000 | 2.87808 | 4 | ||
| 316 2015 | ASPH (RC - 250) | GAL | 33,338.000 | 3.41060 | 6 | ||
| 316 2029 | ASPH (AC - 15P OR AC - 20 - 5TR) | GAL | 1,008,357.000 | 2.69179 | 2 | ||
| 316 2201 | AGGR (TY - E GR - 5 SAC - B) | CY | 1,149.000 | 89.09298 | 6 | ||
| 316 2245 | AGGR (TY - PE GR - 3 SAC - B) | CY | 2,366.000 | 52.35332 | 49,212.000 | 57.54444 | 12 |
| 316 2248 | AGGR (TY - PE GR - 4 SAC - B) | CY | 2.000 | 600.00000 | 42,509.000 | 57.13427 | 9 |
| 316 2366 | ASPH (AC - 15P OR CRS - 2P) | GAL | 80,373.000 | 3.03000 | 665,568.000 | 2.97703 | 13 |
| 316 2390 | ASPH (AC - 15P) (INTER) | GAL | 10,249.000 | 3.01046 | 2 | ||
| 316 2391 | ASPH (AC - 15P OR CRS - 2P) (INTER) | GAL | 13,799.000 | 3.56000 | 1 | ||
| 316 2392 | ASPH (AC - 20 - 5TR) (INTER) | GAL | 8,115.000 | 2.84364 | 3 | ||
| 316 2393 | AGGR (TY - PE GR - 3 SAC - B) (INTER) | CY | 447.000 | 58.73736 | 4 | ||
| 316 2540 | AGGR (TY - PE GR - 4 SAC - B) (INTER) | CY | 660.000 | 60.18891 | 5 | ||
| 316 2566 | ASPH (AC - 15P OR AC - 10 - 2TR OR CRS - 2P) | GAL | 128.000 | 48.00000 | 225,912.000 | 2.72376 | 5 |
| 316 2576 | ASPH (AC - 10 - 2TR OR AC - 15P) | GAL | 638,889.000 | 2.57942 | 2 | ||
| 316 2639 | AGGR (TY - PE GR - 3) | CY | 13,584.000 | 53.60578 | 7 | ||
| 316 2645 | AGGR (TY - PE GR - 4) | CY | 3,486.000 | 61.50902 | 3 | ||
| 316 2662 | ASPH (AC - 15P OR AC - 10 - 2TR) (INTER) | GAL | 7,878.000 | 2.59863 | 2 | ||
| 316 2663 | ASPH (AC - 15P OR AC - 20 - 5TR) (INTER) | GAL | 9,958.000 | 2.67789 | 2 | ||
| 340 2106 | D - GR HMA (METH) TY - D PG64 - 22 | TON | 10.000 | 500.00000 | 32.000 | 465.62500 | 2 |
| 341 2004 | D - GR HMA (QCQA) TY - A PG64 - 22 | TON | 14,976.000 | 63.00000 | 2 | ||
| 341 2011 | D - GR HMA (QCQA) TY - B PG64 - 22 | TON | 1,284.000 | 44.91000 | 1,284.000 | 44.91000 | 1 |
| 341 2048 | D - GR HMA (QCQA) TY - C SAC - B PG70 - 22 | TON | 2,294.000 | 72.00000 | 2 | ||
| 341 2104 | D - GR HMA (QCQA) TY - D SAC - B PG64 - 22 | TON | 16,116.000 | 61.36617 | 6 | ||
| 341 2106 | D - GR HMA (QCQA) TY - D PG64 - 22 | TON | 3,298.000 | 55.50000 | 1 | ||
| 341 2120 | D - GR HMA (QCQA) TY - D SAC - B PG70 - 22 | TON | 18,893.000 | 55.85000 | 138,332.000 | 56.08865 | 9 |
| 341 2136 | D - GR HMA (QCQA) TY - D SAC - B PG76 - 22 | TON | 65,877.000 | 54.66975 | 3 | ||
| 341 2252 | D - GR HMA (QCQA) TY - D PG64 - 22 (LEVEL - UP) | TON | 1,822.000 | 97.20088 | 3 | ||
| 341 2254 | D - GR HMA (QCQA) TY - D PG 70 - 22 (LEVEL - UP | TON | 19,932.000 | 57.77154 | 2 | ||
| 341 2265 | D - GR HMA (QCQA) TY - B PG64 - 22 (LEVEL - UP) | TON | 3,405.000 | 55.86000 | 1 | ||
| 342 2002 | PFC (ASPHALT) PG76 - 22 | TON | 3,569.000 | 153.74222 | 4 | ||
| 342 2008 | PFC (AGGREGATE) (PG76 MIX) SAC - B | TON | 55,864.000 | 72.19236 | 4 | ||
| 350 2001 | MICROSURFACING | TON | 2,923.000 | 165.00000 | 1 | ||
| 351 2004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") | SY | 1,200.000 | 31.44500 | 2 | ||
| 351 2008 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (12" | SY | 16,201.000 | 40.50930 | 4 | ||
| 351 2029 | FLEXIBLE PAVE STRUCTURE REPAIR (12.5") | SY | 1,598.000 | 53.94000 | 1 | ||
| 354 2004 | PLAN & TEXT ASPH CONC PAV (0" TO 4") | SY | 580,392.000 | 1.09527 | 2 | ||
| 354 2037 | PLANE CONC PAV (0" TO 2") | SY | 49,178.000 | 1.62000 | 1 | ||
| 354 2041 | PLANE ASPH CONC PAV (1.5") | SY | 232,477.000 | 1.06683 | 4 | ||
| 354 2043 | PLANE ASPH CONC PAV (1") | SY | 42,282.000 | 1.11926 | 2 | ||
| 354 2045 | PLANE ASPH CONC PAV (2") | SY | 259,944.000 | 1.61375 | 3 | ||
| 354 2046 | PLANE ASPH CONC PAV (2 1 / 2" - 3") | SY | 322,978.000 | 1.04000 | 1 | ||
| 354 2048 | PLANE ASPH CONC PAV (3") | SY | 17,228.000 | 1.50000 | 2 | ||
| 354 2051 | PLANE ASPH CONC PAV (0" TO 1 1 / 2") | SY | 52,252.000 | .98000 | 54,879.000 | 1.07334 | 2 |
| 354 2057 | PLANE ASPH CONC PAV (4") | SY | 33,196.000 | 2.16609 | 2 | ||
| 354 2064 | PLANE ASPH CONC PAV (2 1 / 2") | SY | 16,782.000 | 1.06000 | 1 | ||
| 354 2091 | PLANE ASPH CONC PAV (4.5") | SY | 4,970.000 | 2.50000 | 1 | ||
| 354 2134 | PLANE ASPH CONC PAV (0" TO 1 / 2" MICRO) | SY | 127,551.000 | .67000 | 1 | ||
| 356 2021 | PAV JT UNDERSEAL (24") | LF | 648.000 | 25.57083 | 2 | ||
| 361 2001 | FULL - DEPTH REPAIR CRCP (8") | SY | 1,200.000 | 196.77333 | 2 | ||
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