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| AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - PARIS DISTRICT | ||||
| Last Update: Thursday, October 29, 2009 |
| ITEMS 305 2001 TO 360 2018 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0193 0216 - 0275 0305 - 0360 0400 - 0496 0500 - 0560 0618 - 0690 0730 - 0770 |
4461 - 4461 5367 - 5633 6006 - 6266 8251 - 8251 |
305 2001 - 360 2018 |
| Item No | Description | Units | October 31, 2009 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 305 2001 | SALV, HAUL & STKPL RECLM ASPH PAV | CY | 9,781.000 | 16.00000 | 1 | ||
| 310 2021 | PRIME COAT (MC - 30, AE - P OR SS - 1) | GAL | 37,661.000 | 3.52000 | 1 | ||
| 310 2022 | PRIME COAT (MS - 2 OR SS - 1) | GAL | 5,667.000 | 3.62000 | 19,802.000 | 4.89459 | 4 |
| 314 2009 | EMULS ASPH (BS - SUBGR TRT) (SS - 1 OR MS - 2) | GAL | 151,110.000 | 3.57172 | 9 | ||
| 316 2006 | ASPH (AC - 20 - 5TR) | GAL | 296,025.000 | 3.23373 | 3 | ||
| 316 2025 | ASPH (CRS - 2P OR CRS - 1P) | GAL | 528,000.000 | 3.26536 | 11 | ||
| 316 2056 | ASPH (CRS - 2P OR CRS - 1P) | TON | 428.000 | 1.00000 | 1 | ||
| 316 2074 | AGGR (TY - B GR - 3 SAC - A) | CY | 2,250.000 | 223.00000 | 1 | ||
| 316 2076 | AGGR (TY - B GR - 4 SAC - A) | CY | 5,615.000 | 52.94000 | 1 | ||
| 316 2123 | AGGR (TY - PB GR - 3 SAC - A) | CY | 2,427.000 | 78.19083 | 2 | ||
| 316 2172 | AGGR (TY - B GR - 3 SAC - B) | CY | 8,124.000 | 52.90453 | 10 | ||
| 316 2174 | AGGR (TY - B GR - 4 SAC - B) | CY | 1,082.000 | 95.00000 | 1 | ||
| 316 2221 | AGGR (TY - PB GR - 3 SAC - B) | CY | 483.000 | 85.00000 | 6,660.000 | 71.19693 | 11 |
| 316 2223 | AGGR (TY - PB GR - 4 SAC - B) | CY | 2,215.000 | 75.00000 | 1 | ||
| 316 2446 | ASPH (AC - 20XP OR AC - 20 - 5TR) | GAL | 196,001.000 | 3.44092 | 4 | ||
| 316 2512 | ASPH (AC - 20 - 5TR OR AC - 20XP) | TON | 5,863.700 | 650.00000 | 6,264.700 | 608.45787 | 2 |
| 316 2532 | ASPH (AC - 20 - 5TR OR AC - 20XP) | GAL | 21,750.000 | 3.92000 | 236,409.000 | 3.47821 | 8 |
| 316 2602 | AGGR (TY - PB GR - 3 OR TY - PL GR - 3) (SAC - B) | CY | 20,343.000 | 53.00000 | 20,343.000 | 53.00000 | 1 |
| 316 2603 | AGGR (TY - PB GR - 4 OR TY - PL GR - 4) (SAC - B) | CY | 8,417.000 | 54.00000 | 8,417.000 | 54.00000 | 1 |
| 316 2613 | ASPH (AC 20 - 5TR, CRS - 2P OR AC - 20XP) | GAL | 45,365.000 | 4.00000 | 1 | ||
| 316 2622 | LOAD, HAUL, & DISTRB AGGR (TY PE GR 4) | CY | 227.000 | 14.00000 | 227.000 | 14.00000 | 1 |
| 316 2623 | LOAD, HAUL, & DISTRB AGGR (TY PE GR 3) | CY | 250.000 | 14.00000 | 250.000 | 14.00000 | 1 |
| 340 2011 | D - GR HMA (METH) TY - B PG64 - 22 | TON | 1,988.000 | 63.52042 | 2 | ||
| 340 2104 | D - GR HMA (METH) TY - D SAC - B PG64 - 22 | TON | 272.000 | 140.00000 | 1 | ||
| 340 2106 | D - GR HMA (METH) TY - D PG64 - 22 | TON | 83.000 | 140.00000 | 1 | ||
| 340 2236 | D - GR HMA (METH) TY - B PG64 - 22 (LEVEL UP) | TON | 1,146.000 | 65.00000 | 1,146.000 | 65.00000 | 1 |
| 341 2011 | D - GR HMA (QCQA) TY - B PG64 - 22 | TON | 39,581.000 | 52.03424 | 2 | ||
| 341 2014 | D - GR HMA (QCQA) TY - B PG70 - 22 | TON | 39,776.000 | 65.54000 | 1 | ||
| 341 2103 | D - GR HMA (QCQA) TY - D SAC - A PG64 - 22 | TON | 5,317.000 | 61.00000 | 14,185.000 | 64.12584 | 2 |
| 341 2104 | D - GR HMA (QCQA) TY - D SAC - B PG64 - 22 | TON | 17,011.000 | 56.10000 | 1 | ||
| 341 2106 | D - GR HMA (QCQA) TY - D PG64 - 22 | TON | 17,346.000 | 62.53370 | 4 | ||
| 341 2119 | D - GR HMA (QCQA) TY - D SAC - A PG70 - 22 | TON | 70,071.000 | 63.00033 | 2 | ||
| 342 2002 | PFC (ASPHALT) PG76 - 22 | TON | 1,867.000 | 550.00000 | 1 | ||
| 342 2006 | PFC (AGGREGATE) (PG76 MIX) SAC - A | TON | 24,804.000 | 41.72000 | 1 | ||
| 351 2008 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (12" | SY | 806.000 | 50.00000 | 1 | ||
| 351 2009 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (14" | SY | 95.000 | 100.00000 | 1 | ||
| 354 2005 | PLAN & TEXT ASPH CONC PAV (2" TO 4") | SY | 26,526.000 | 1.51000 | 1 | ||
| 354 2021 | PLANE ASPH CONC PAV (0" TO 2") | SY | 222.000 | 47.25000 | 2 | ||
| 354 2037 | PLANE CONC PAV (0" TO 2") | SY | 8,209.000 | 2.64000 | 1 | ||
| 354 2038 | PLANE CONC PAV (0" TO 3") | SY | 21,325.000 | 1.26000 | 1 | ||
| 354 2045 | PLANE ASPH CONC PAV (2") | SY | 608,463.000 | 1.16466 | 3 | ||
| 360 2003 | CONC PVMT (CONT REINF - CRCP) (10") | SY | 28,067.000 | 37.05000 | 1 | ||
| 360 2018 | CURB (TYPE II) | LF | 4,211.000 | .52000 | 1 | ||
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