AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - LAREDO DISTRICT
| ITEMS 310 2016 TO 368 2001 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0168 0216 - 0247 0310 - 0368 0400 - 0496 0500 - 0560 0610 - 0690 0740 - 0740 |
1122 - 1127 3224 - 3263 5165 - 5926 6006 - 6834 8089 - 8930 |
310 2016 - 368 2001 |
| Item No | Description | Units | May 31, 2013 | Twelve Month Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 310 2016 | PRIME COAT (RC - 250) | GAL | 51,664.000 | 5.04607 | 3 | ||
| 316 2005 | ASPH (AC - 15P) | GAL | 28,059.000 | 5.00000 | 1 | ||
| 316 2006 | ASPH (AC - 20 - 5TR) | GAL | 183,781.000 | 4.00000 | 1 | ||
| 316 2015 | ASPH (RC - 250) | GAL | 49,628.150 | 4.63687 | 3 | ||
| 316 2152 | AGGR (TY - PE GR - 5 SAC - A) | CY | 124.000 | 55.00000 | 1 | ||
| 316 2225 | AGGR (TY - PB GR - 5 SAC - B) | CY | 307.000 | 95.20000 | 1 | ||
| 316 2245 | AGGR (TY - PE GR - 3 SAC - B) | CY | 5,836.000 | 55.00000 | 1 | ||
| 316 2248 | AGGR (TY - PE GR - 4 SAC - B) | CY | 800.000 | 110.00000 | 1 | ||
| 316 2250 | AGGR (TY - PE GR - 5 SAC - B) | CY | 68.000 | 250.00000 | 1 | ||
| 316 2387 | AGGR (TY - PE GR - 5) | CY | 2,826.000 | 71.13942 | 3 | ||
| 316 2703 | ASPH (AC - 10 - 2TR, AC - 10W / 2% SBR, OR AC - 15P | GAL | 10,586.000 | 5.00000 | 1 | ||
| 340 2014 | D - GR HMA (METH) TY - B PG70 - 22 | TON | 52.000 | 85.10000 | 1 | ||
| 340 2048 | D - GR HMA (METH) TY - C SAC - B PG70 - 22 | TON | 15,079.000 | 69.50000 | 1 | ||
| 340 2050 | D - GR HMA (METH) TY - C PG70 - 22 | TON | 1,900.000 | 76.25000 | 1 | ||
| 350 2001 | MICROSURFACING | TON | 1,552.850 | 224.17874 | 2 | ||
| 351 2004 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (8") | SY | 23,629.000 | 42.00000 | 1 | ||
| 351 2006 | FLEXIBLE PAVEMENT STRUCTURE REPAIR (10" | SY | 1,335.000 | 70.00000 | 1 | ||
| 351 2039 | FLEX PAVEMENT STRUCTURE REPAIR (8" - 12" | SY | 26,000.000 | 44.15000 | 1 | ||
| 354 2002 | PLAN & TEXT ASPH CONC PAV (0" TO 2") | SY | 71,153.000 | 1.00000 | 1 | ||
| 354 2021 | PLANE ASPH CONC PAV (0" TO 2") | SY | 219,006.860 | 1.64522 | 5 | ||
| 354 2023 | PLANE ASPH CONC PAV (0" TO 4") | SY | 3,111.000 | 5.00000 | 1 | ||
| 354 2041 | PLANE ASPH CONC PAV (1.5") | SY | 7,499.000 | 1.22861 | 2 | ||
| 354 2044 | PLANE ASPH CONC PAV (7") | SY | 4,334.000 | 4.25000 | 1 | ||
| 354 2045 | PLANE ASPH CONC PAV (2") | SY | 441,130.300 | .86282 | 3 | ||
| 354 2048 | PLANE ASPH CONC PAV (3") | SY | 753.000 | 1.25000 | 1 | ||
| 354 2051 | PLANE ASPH CONC PAV (0" TO 1 1 / 2") | SY | 65,596.000 | 3.32559 | 3 | ||
| 354 2057 | PLANE ASPH CONC PAV (4") | SY | 1,431.000 | 9.00000 | 1 | ||
| 354 2066 | PLANE ASPH CONC PAV (0" TO 7") | SY | 10,445.000 | 4.25000 | 1 | ||
| 354 2069 | PLANE ASPH CONC PAV (0" - 2 1 / 2") | SY | 2,045.000 | 2.20976 | 2 | ||
| 354 2091 | PLANE ASPH CONC PAV (4.5") | SY | 1,783.000 | 8.00000 | 1 | ||
| 354 2101 | PLANE ASPH CONC PAV (0" - 1 / 2") | SY | 151,189.000 | .88000 | 1 | ||
| 354 2114 | PLAN & TEXT ASPH CONC PAV (0" TO 1 1 / 2" | SY | 12,480.440 | 1.84000 | 1 | ||
| 354 2147 | PLANE ASPH CONC PAV (0" TO 4 1 / 2") | SY | 3,111.000 | 5.00000 | 1 | ||
| 360 2005 | CONC PVMT (CONT REINF - CRCP) (12") | SY | 237.000 | 101.40000 | 1 | ||
| 360 2013 | CONC PVMT (JOINTED - CPCD) (12") | SY | 2,027.000 | 86.60000 | 1 | ||
| 368 2001 | WIDE FLANGE PAVEMENT TERMINALS | LF | 14.000 | 543.80000 | 1 | ||