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| AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - PARIS DISTRICT | ||||
| Last Update: Monday, January 30, 2012 |
| ITEMS 305 2001 TO 368 2002 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0193 0216 - 0276 0305 - 0368 0400 - 0496 0500 - 0560 0610 - 0690 0712 - 0712 |
1018 - 1018 3127 - 3233 5049 - 5937 6007 - 6834 8251 - 8625 |
305 2001 - 368 2002 |
| Item No | Description | Units | January 31, 2012 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 305 2001 | SALV, HAUL & STKPL RECLM ASPH PAV | CY | 713.000 | 20.00000 | 1 | ||
| 305 2011 | SALV, HAUL & STKPL RCL APH PV (0 TO 6" | SY | 17,321.000 | 3.27000 | 1 | ||
| 310 2001 | PRIME COAT (MC - 30) | GAL | 14,259.000 | 4.53419 | 2 | ||
| 314 2006 | EMULS ASPH (BS OR SUBGR TRT) (MS - 2) | GAL | 150.000 | 7.00000 | 1 | ||
| 314 2009 | EMULS ASPH (BS - SUBGR TRT) (SS - 1 OR MS - 2) | GAL | 200,506.000 | 3.74360 | 12 | ||
| 315 2005 | FOG SEAL (SS - 1 OR CSS - 1) | GAL | 142,858.000 | 1.31048 | 6 | ||
| 316 2006 | ASPH (AC - 20 - 5TR) | GAL | 37,691.000 | 3.43000 | 1 | ||
| 316 2011 | ASPH (CRS - 2P) | GAL | 25,229.000 | 3.43000 | 1 | ||
| 316 2074 | AGGR (TY - B GR - 3 SAC - A) | CY | 1,879.000 | 57.96000 | 1 | ||
| 316 2125 | AGGR (TY - PB GR - 4 SAC - A) | CY | 956.000 | 77.64000 | 1 | ||
| 316 2172 | AGGR (TY - B GR - 3 SAC - B) | CY | 480.000 | 58.12000 | 1 | ||
| 316 2223 | AGGR (TY - PB GR - 4 SAC - B) | CY | 872.000 | 76.63000 | 1 | ||
| 316 2363 | AGGR (TY - PD GR - 4 OR TY - PL GR - 4) (SAC - B) | CY | 26.000 | 205.00000 | 1 | ||
| 316 2513 | AGGR (TY - PD GR - 3 OR TYL - PL GR - 3) | CY | 33.000 | 175.00000 | 1 | ||
| 316 2532 | ASPH (AC - 20 - 5TR OR AC - 20XP) | GAL | 41,286.000 | 3.26000 | 1 | ||
| 316 2603 | AGGR (TY - PB GR - 4 OR TY - PL GR - 4) (SAC - B) | CY | 4,304.000 | 57.91000 | 1 | ||
| 316 2669 | ASPH (CRS - 1P, CRS - 2P, OR CRS - 2H) | GAL | 88,345.000 | 3.35000 | 1 | ||
| 316 2671 | ASPH (AC - 20XP, AC - 10 - 2TR, OR AC - 20 - 5TR | GAL | 2,127.000 | 4.25000 | 1 | ||
| 316 2705 | ASPH (TIER I) | GAL | 1,006,322.000 | 3.42597 | 5 | ||
| 316 2706 | ASPH (TIER II) | GAL | 1,227,128.000 | 2.97401 | 8 | ||
| 316 2707 | ASPH (TIER III) | GAL | 450,566.000 | 1.50595 | 4 | ||
| 316 2715 | ASPH (TIER II) (EMUL) | GAL | 168,725.000 | 2.26086 | 4 | ||
| 316 2717 | AGGR (TIER I) | CY | 20,788.000 | 70.19649 | 4 | ||
| 316 2718 | AGGR (TIER II) | CY | 28,365.000 | 74.12779 | 7 | ||
| 316 2719 | AGGR (TIER III) | CY | 9,293.000 | 128.82275 | 4 | ||
| 340 2011 | D - GR HMA (METH) TY - B PG64 - 22 | TON | 14,110.000 | 67.89011 | 5 | ||
| 340 2032 | D - GR HMA (METH) TY - C SAC - B PG64 - 22 | TON | 325.000 | 115.00000 | 1 | ||
| 340 2103 | D - GR HMA (METH) TY - D SAC - A PG64 - 22 | TON | 1,352.000 | 94.50518 | 3 | ||
| 340 2106 | D - GR HMA (METH) TY - D PG64 - 22 | TON | 289.000 | 94.57439 | 2 | ||
| 340 2239 | D - GR HMA (METH) TY - B SAC - B PG64 - 22 | TON | 920.000 | 90.00000 | 1 | ||
| 341 2104 | D - GR HMA (QCQA) TY - D SAC - B PG64 - 22 | TON | 30,845.000 | 66.26190 | 2 | ||
| 350 2001 | MICROSURFACING | TON | 817.000 | 165.00000 | 1 | ||
| 351 2007 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (11" | SY | 1,024.000 | 69.80902 | 2 | ||
| 351 2008 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (12" | SY | 4,386.000 | 37.08000 | 1 | ||
| 354 2005 | PLAN & TEXT ASPH CONC PAV (2" TO 4") | SY | 654.000 | 12.00000 | 1 | ||
| 354 2021 | PLANE ASPH CONC PAV (0" TO 2") | SY | 33,058.000 | 1.80374 | 3 | ||
| 354 2022 | PLANE ASPH CONC PAV (0" TO 3") | SY | 23,703.000 | 1.26000 | 1 | ||
| 354 2023 | PLANE ASPH CONC PAV (0" TO 4") | SY | 1,630.000 | 3.80620 | 2 | ||
| 354 2024 | PLANE ASPH CONC PAV (2" TO 4") | SY | 379,120.000 | 1.57004 | 3 | ||
| 354 2025 | PLANE ASPH CONC PAV (4" TO 6") | SY | 2,896.000 | 2.70000 | 1 | ||
| 354 2051 | PLANE ASPH CONC PAV (0" TO 1 1 / 2") | SY | 490.000 | 9.25000 | 1 | ||
| 360 2001 | CONC PVMT (CONT REINF - CRCP) (8") | SY | 316.000 | 65.00000 | 1 | ||
| 360 2003 | CONC PVMT (CONT REINF - CRCP) (10") | SY | 8,968.000 | 73.27601 | 2 | ||
| 361 2048 | FULL DEPTH REPAIR JRCP (9" - 13") | SY | 2,920.000 | 140.00000 | 1 | ||
| 368 2002 | ANCHOR LUGS PAVEMENT TERMINALS | LF | 444.000 | 80.00000 | 1 | ||
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