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| AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - AMARILLO DISTRICT | ||||
| Last Update: Thursday, October 29, 2009 |
| ITEMS 310 2001 TO 368 2002 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0192 0216 - 0265 0310 - 0368 0400 - 0496 0500 - 0552 0610 - 0690 |
3183 - 3191 4013 - 4013 5049 - 5672 6266 - 6266 8211 - 8273 |
310 2001 - 368 2002 |
| Item No | Description | Units | October 31, 2009 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 310 2001 | PRIME COAT (MC - 30) | GAL | 3,164.000 | 3.30000 | 34,736.000 | 4.38927 | 13 |
| 310 2002 | PRIME COAT (AE - P) | GAL | 9,889.000 | 3.15000 | 1 | ||
| 314 2018 | EMULS ASPH (PRIME) (AE - P) | GAL | 40,317.000 | 2.80000 | 1 | ||
| 314 2022 | EMULS ASPH (EROSN CONT) (MS - 2 OR SS - 1) | GAL | 6,529.000 | 5.33138 | 3 | ||
| 316 2001 | ASPH (AC - 5) | GAL | 87,158.000 | 2.16863 | 6 | ||
| 316 2002 | ASPH (AC - 10) | GAL | 358,790.000 | 1.90000 | 1,402,983.000 | 2.78737 | 4 |
| 316 2014 | ASPH (CRS - 1P) | GAL | 1.000 | 3.00000 | 1 | ||
| 316 2174 | AGGR (TY - B GR - 4 SAC - B) | CY | 13,075.000 | 47.00000 | 21,162.000 | 48.91078 | 3 |
| 316 2222 | AGGR (TY - PB GR - 4S SAC - B) | CY | 20,210.000 | 64.00000 | 20,210.000 | 64.00000 | 1 |
| 316 2223 | AGGR (TY - PB GR - 4 SAC - B) | CY | 13,380.000 | 57.00000 | 43,446.000 | 63.61161 | 3 |
| 316 2395 | AGGR (TY A OR B GR 3 SAC - B) | CY | 124.000 | 60.00000 | 527.000 | 70.98368 | 3 |
| 316 2400 | AGGR (TY A OR B GR - 4 SAC - B) | CY | 48.000 | 303.66667 | 3 | ||
| 316 2539 | ASPHALT (AC - 5 OR CRS - 1P) | GAL | 3,960.000 | 2.00000 | 3,960.000 | 2.00000 | 1 |
| 316 2555 | ASPH (AC10 - 2TR) | GAL | 758,600.000 | 3.60000 | 1 | ||
| 316 2604 | AGGR (TY - B GR - 5 SAC - B MOD) | CY | 7,559.000 | 55.76597 | 2 | ||
| 316 2606 | ASPH (AC - 10XP) | GAL | 1,384,970.000 | 2.62000 | 1,384,970.000 | 2.62000 | 1 |
| 318 2003 | A - R BINDER (TYPE II OR III) | TON | 516.400 | 682.00000 | 1 | ||
| 318 2306 | AGGR (TY A OR B GR 4 SAC - B) | CY | 2,684.000 | 52.00000 | 1 | ||
| 340 2104 | D - GR HMA (METH) TY - D SAC - B PG64 - 22 | TON | 7,913.000 | 61.42945 | 2 | ||
| 340 2106 | D - GR HMA (METH) TY - D PG64 - 22 | TON | 3,014.000 | 99.70333 | 3 | ||
| 340 2126 | D - GR HMA (METH) TY - D PG70 - 28 | TON | 2,088.000 | 67.60000 | 2,088.000 | 67.60000 | 1 |
| 341 2011 | D - GR HMA (QCQA) TY - B PG64 - 22 | TON | 4,664.000 | 67.70369 | 3 | ||
| 341 2012 | D - GR HMA (QCQA) TY - B PG64 - 28 | TON | 2,725.000 | 89.70000 | 1 | ||
| 341 2032 | D - GR HMA (QCQA) TY - C SAC - B PG64 - 22 | TON | 1,892.000 | 110.00000 | 2 | ||
| 341 2052 | D - GR HMA (QCQA) TY - C SAC - B PG70 - 28 | TON | 1,964.000 | 115.00000 | 2 | ||
| 341 2106 | D - GR HMA (QCQA) TY - D PG64 - 22 | TON | 1,124.000 | 84.75000 | 1 | ||
| 341 2108 | D - GR HMA (QCQA) TY - D SAC - B PG64 - 28 | TON | 15,691.000 | 78.00690 | 2 | ||
| 341 2110 | D - GR HMA (QCQA) TY - D PG64 - 28 | TON | 3,402.000 | 82.50000 | 1 | ||
| 341 2124 | D - GR HMA (QCQA) TY - D SAC - B PG70 - 28 | TON | 63,153.000 | 69.43237 | 8 | ||
| 341 2140 | D - GR HMA (QCQA) TY - D SAC - B PG76 - 28 | TON | 47,539.000 | 73.46092 | 2 | ||
| 344 2181 | PRF - DSGN - MX SP - D - RBL PG70 - 28 | TON | 13,992.000 | 76.74000 | 1 | ||
| 346 2019 | STONE - MTRX - ASPH SMA - D SAC - B PG76 - 28 | TON | 67,808.000 | 87.90000 | 1 | ||
| 351 2006 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (10" | SY | 1,800.000 | 10.00000 | 1 | ||
| 351 2009 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (14" | SY | 552.000 | 33.10000 | 1 | ||
| 351 2022 | FLEXIBLE PAV STRUCTURE REPAIR (1.5") | SY | 1,628.000 | 19.70000 | 1 | ||
| 351 2030 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (19" | SY | 1,144.000 | 35.00000 | 1 | ||
| 354 2002 | PLAN & TEXT ASPH CONC PAV (0" TO 2") | SY | 16,439.000 | 1.97165 | 3 | ||
| 354 2003 | PLAN & TEXT ASPH CONC PAV (0" TO 3") | SY | 9,275.000 | 1.68000 | 1 | ||
| 354 2017 | PLAN & TEXT CONC PAV (0" TO 2") | SY | 14,326.000 | 7.00000 | 2 | ||
| 354 2021 | PLANE ASPH CONC PAV (0" TO 2") | SY | 359,237.000 | 1.03165 | 3 | ||
| 354 2024 | PLANE ASPH CONC PAV (2" TO 4") | SY | 5,594.000 | 1.75000 | 1 | ||
| 354 2041 | PLANE ASPH CONC PAV (1.5") | SY | 10,281.000 | 1.50000 | 1 | ||
| 354 2043 | PLANE ASPH CONC PAV (1") | SY | 52,987.000 | .70000 | 1 | ||
| 354 2045 | PLANE ASPH CONC PAV (2") | SY | 150,466.000 | 1.45431 | 4 | ||
| 354 2048 | PLANE ASPH CONC PAV (3") | SY | 23,005.000 | 1.63617 | 2 | ||
| 354 2051 | PLANE ASPH CONC PAV (0" TO 1 1 / 2") | SY | 9,798.000 | 2.79920 | 2 | ||
| 354 2057 | PLANE ASPH CONC PAV (4") | SY | 8,081.000 | 2.00000 | 1 | ||
| 354 2064 | PLANE ASPH CONC PAV (2 1 / 2") | SY | 21,754.000 | 3.15000 | 2 | ||
| 354 2069 | PLANE ASPH CONC PAV (0" - 2 1 / 2") | SY | 600.000 | 17.25000 | 2 | ||
| 354 2096 | PLANE ASPH CONC PAV (3" - 5") | SY | 10,101.000 | 1.75000 | 1 | ||
| 354 2119 | PLAN & TEXT ASPH CONC PAV (1.5") | SY | 11,266.000 | 1.15000 | 1 | ||
| 354 2120 | PLAN & TEXT ASPH CONC PAV (1") | SY | 413.000 | 13.91000 | 1 | ||
| 354 2121 | PLAN & TEXT ASPH CONC PAV (0" TO 2.75" | SY | 550.000 | 12.10000 | 1 | ||
| 354 2122 | PLAN & TEXT ASPH CONC PAV (0" TO 10") | SY | 2,398.000 | 6.12000 | 1 | ||
| 354 2141 | PLANE & TEXT ASPH CONC PAV (3") | SY | 2,833.000 | 3.45000 | 1 | ||
| 360 2001 | CONC PVMT (CONT REINF - CRCP) (8") | SY | 2,695.000 | 55.80000 | 1 | ||
| 360 2003 | CONC PVMT (CONT REINF - CRCP) (10") | SY | 11,262.000 | 55.00000 | 1 | ||
| 360 2004 | CONC PVMT (CONT REINF - CRCP) (11") | SY | 18,750.000 | 60.55000 | 1 | ||
| 360 2005 | CONC PVMT (CONT REINF - CRCP) (12") | SY | 3,727.000 | 66.30000 | 1 | ||
| 360 2062 | CONC PVMT (CONT REINF) (4") | SY | 7,176.000 | 25.45000 | 1 | ||
| 368 2002 | ANCHOR LUGS PAVEMENT TERMINALS | LF | 336.000 | 75.00000 | 1 | ||
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