AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - BRYAN DISTRICT
Last Update: Thursday, May 30, 2013
| ITEMS 305 2011 TO 368 2003 |
| Item No | Description | Units | May 31, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 305 2011 | SALV, HAUL & STKPL RCL APH PV (0 TO 6" | SY | 29,736.000 | 2.00000 | 1 | ||
| 305 2018 | SALV, HAUL & STKPL RCL APH PV (2") | SY | 2,744.000 | 3.00000 | 1 | ||
| 310 2001 | PRIME COAT (MC - 30) | GAL | 37.800 | 130.00000 | 51,219.800 | 4.21544 | 5 |
| 310 2030 | PRIME COAT (MC - 30 OR EC - 30) | GAL | 7,030.000 | 5.75000 | 22,444.000 | 4.54814 | 2 |
| 316 2015 | ASPH (RC - 250) | GAL | 30,513.000 | 4.94672 | 4 | ||
| 316 2025 | ASPH (CRS - 2P OR CRS - 1P) | GAL | 86.900 | 127.00000 | 86.900 | 127.00000 | 1 |
| 316 2406 | AGGR (TY - B GR - 5 OR TY - L GR - 5 SAC - B) | CY | 1,019.000 | 66.90873 | 2 | ||
| 316 2413 | AGGR (TY - B OR L GR - 4 SAC - B) | CY | 1.500 | 4,300.00000 | 1.500 | 4,300.00000 | 1 |
| 316 2414 | AGGR (TY - PB GR - 4 OR TY - PL GR - 4 SAC - A) | CY | 3,313.000 | 93.19650 | 3 | ||
| 316 2446 | ASPH (AC - 20XP OR AC - 20 - 5TR) | GAL | 1,856.000 | 4.50000 | 1 | ||
| 316 2532 | ASPH (AC - 20 - 5TR OR AC - 20XP) | GAL | 150,442.000 | 3.50000 | 234,712.000 | 3.50000 | 2 |
| 316 2567 | ASPH (AC - 15P OR20 - 5TR OR20XP OR10 - 2TR) | GAL | 50,503.000 | 4.16642 | 3 | ||
| 316 2603 | AGGR (TY - PB GR - 4 OR TY - PL GR - 4) (SAC - B) | CY | 2,865.000 | 83.50000 | 2,953.000 | 98.59719 | 3 |
| 316 2671 | ASPH (AC - 20XP, AC - 10 - 2TR, OR AC - 20 - 5TR | GAL | 33,350.000 | 3.50000 | 1 | ||
| 316 2672 | AGGR (TY - B GR - 5 OR TY - L GR - 5) | CY | 73.000 | 578.76712 | 2 | ||
| 316 2705 | ASPH (TIER I) | GAL | 210,920.000 | 3.39550 | 2 | ||
| 316 2706 | ASPH (TIER II) | GAL | 946,215.000 | 3.42395 | 9 | ||
| 316 2707 | ASPH (TIER III) | GAL | 124,804.100 | 3.97016 | 7 | ||
| 316 2717 | AGGR (TIER I) | CY | 4,018.000 | 72.16899 | 2 | ||
| 316 2718 | AGGR (TIER II) | CY | 18,141.000 | 73.11758 | 9 | ||
| 316 2719 | AGGR (TIER III) | CY | 3,698.800 | 74.33032 | 7 | ||
| 316 2746 | ASPH (TIER II) ALT 1X | GAL | 43,748.000 | 3.40000 | 1 | ||
| 316 2752 | AGGR (TIER II) ALT 1X | CY | 833.000 | 73.00000 | 1 | ||
| 340 2011 | D - GR HMA (METH) TY - B PG64 - 22 | TON | 76.300 | 140.00000 | 1 | ||
| 340 2106 | D - GR HMA (METH) TY - D PG64 - 22 | TON | 10.000 | 250.00000 | 1 | ||
| 340 2246 | D - GR HMA (METH) TY - D PG64 - 22 (LEVEL - UP) | TON | 19.000 | 165.88000 | 1 | ||
| 342 2002 | PFC (ASPHALT) PG76 - 22 | TON | 2,655.000 | 109.26026 | 3 | ||
| 342 2006 | PFC (AGGREGATE) (PG76 MIX) SAC - A | TON | 40,657.000 | 109.24812 | 3 | ||
| 346 2014 | STONE - MTRX - ASPH SMA - D SAC - A PG76 - 22 | TON | 7,294.000 | 90.00000 | 1 | ||
| 346 2018 | STONE - MTRX - ASPH SMA - D SAC - B PG76 - 22 | TON | 21,654.000 | 96.00000 | 1 | ||
| 351 2002 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (6") | SY | 1,218.000 | 33.35000 | 1 | ||
| 351 2004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") | SY | 4,274.000 | 50.00000 | 1 | ||
| 351 2008 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (12" | SY | 15.000 | 100.00000 | 1 | ||
| 351 2034 | FLEX PAVEMT STRUCTURE REPAIR (VAR DEPTH | CY | 1,867.000 | 150.00000 | 1 | ||
| 354 2021 | PLANE ASPH CONC PAV (0" TO 2") | SY | 3,920.000 | 5.00000 | 19,249.000 | 3.58826 | 5 |
| 354 2022 | PLANE ASPH CONC PAV (0" TO 3") | SY | 1,600.000 | 3.00000 | 1 | ||
| 354 2023 | PLANE ASPH CONC PAV (0" TO 4") | SY | 3,912.000 | 3.00000 | 1 | ||
| 354 2029 | PLANE ASPH CONC PAV (0" TO 6") | SY | 9,173.000 | 3.00000 | 1 | ||
| 354 2038 | PLANE CONC PAV (0" TO 3") | SY | 928.000 | 7.00000 | 928.000 | 7.00000 | 1 |
| 354 2048 | PLANE ASPH CONC PAV (3") | SY | 15,507.000 | 2.51873 | 2 | ||
| 354 2052 | PLANE ASPH CONC PAV (0" TO 3 1 / 2") | SY | 1,866.000 | 3.00000 | 1 | ||
| 354 2053 | PLANE ASPH CONC PAV (1 1 / 4") | SY | 266,023.000 | .40000 | 266,023.000 | .40000 | 1 |
| 354 2057 | PLANE ASPH CONC PAV (4") | SY | 851.000 | 3.00000 | 1 | ||
| 354 2062 | PLANE ASPH CONC PAV (0" TO 1 1 / 4") | SY | 422.000 | 5.00000 | 1 | ||
| 354 2064 | PLANE ASPH CONC PAV (2 1 / 2") | SY | 158,369.000 | .20916 | 2 | ||
| 354 2069 | PLANE ASPH CONC PAV (0" - 2 1 / 2") | SY | 12,764.000 | 2.00000 | 1 | ||
| 354 2086 | PLAN ASPH CONC PAV (12") | SY | 2,032.000 | 8.00000 | 2,032.000 | 8.00000 | 1 |
| 354 2107 | PLANE ASPH CONC PAV (3" TO 4") | SY | 587.000 | 3.00000 | 1 | ||
| 360 2070 | CONC PVMT (CONT REINF - CRCP) (10.5") | SY | 23,738.000 | 71.50000 | 23,738.000 | 71.50000 | 1 |
| 360 2085 | CONC PVMT (CONT REINF - CRCP) (10.5") (HES | SY | 3,111.000 | 143.00000 | 3,111.000 | 143.00000 | 1 |
| 368 2003 | JUNCTION TRANSITION TERMINALS | LF | 337.000 | 130.00000 | 337.000 | 130.00000 | 1 |
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