AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - LUFKIN DISTRICT
Last Update: Thursday, August 08, 2024
| ITEMS 305 6012 TO 360 6027 |
| Items | Items | Bid Code Range |
|---|---|---|
| 0100 - 0192 0204 - 0275 0305 - 0360 0400 - 0496 0500 - 0560 0618 - 0688 0752 - 0752 | 5003 - 5008 6001 - 6054 | 305 6012 - 360 6027 |
| Item No | Description | Units | December 31, 2016 | Twelve-Month-Moving | Usage | ||
|---|---|---|---|---|---|---|---|
| Quantity | Avg Bid | Quantity | Avg Bid | ||||
| 305 6012 | SLV, HAUL & STKPL RCL APH PV (6 TO 12" | SY | 7,311.000 | 9.50000 | 1 | ||
| 310 6009 | PRIME COAT (MC-30) | GAL | 13,891.000 | 6.00000 | 2 | ||
| 315 6005 | FOG SEAL (SS-1 OR CSS-1) | GAL | 3,856.000 | 2.50000 | 3,856.000 | 2.50000 | 1 |
| 316 6029 | ASPH (RC-250) | GAL | 24,105.000 | 3.43000 | 76,195.000 | 3.59036 | 5 |
| 316 6035 | ASPH (TIER I) | TON | 2,836.000 | 535.00000 | 1 | ||
| 316 6036 | ASPH (TIER II) | TON | 4,336.000 | 535.00000 | 1 | ||
| 316 6126 | AGGR(TY-PB GR-4 SAC-A) | CY | 13,021.000 | 135.00000 | 1 | ||
| 316 6400 | ASPH (AC-15P OR AC-10-2TR OR CRS-2P) | GAL | 84,849.000 | 2.47000 | 296,799.000 | 2.49196 | 8 |
| 316 6401 | AGGR (TY PE OR PL GR 4) | CY | 3,972.000 | 104.64942 | 4 | ||
| 316 6402 | AGGR (TY-PE, E, L OR PL GR 3) | CY | 1,072.000 | 123.85000 | 3,286.000 | 113.66013 | 4 |
| 316 6416 | AGGR (TY E OR L, PE OR PL GR 4) | CY | 898.000 | 124.94209 | 4 | ||
| 316 6417 | AGGR (TY E OR L GR 5) | CY | 742.000 | 113.18000 | 2,346.000 | 127.43306 | 5 |
| 316 6433 | AGGR(TY PE,TY-PL,TY-E,TY-L GR-4)(SAC-B | CY | 877.000 | 119.00000 | 5,113.000 | 114.59691 | 4 |
| 316 6436 | ASPH (AC-15P OR AC-10-2TR) | GAL | 152,136.000 | 2.84013 | 4 | ||
| 316 6458 | AGGR(TY-PB) (GR-3 OR GR-3S)(SAC-A) | CY | 2,045.000 | 135.00000 | 1 | ||
| 316 6459 | AGGR(TY-PE OR TY-PL)(GR-4)(SAC-B) | CY | 16,460.000 | 104.00000 | 1 | ||
| 316 6477 | AGGR (TY-PE OR PL)(GR-5)(SAC-B) | CY | 4,268.000 | 110.00000 | 1 | ||
| 340 6011 | D-GR HMA(SQ) TY-B PG64-22 | TON | 249.000 | 144.28112 | 3 | ||
| 340 6034 | D-GR HMA(SQ) TY-C PG64-22 | TON | 81.000 | 138.00000 | 1 | ||
| 340 6066 | D-GR HMA(SQ) TY-C PG76-22 | TON | 83.000 | 189.00000 | 1 | ||
| 340 6103 | D-GR HMA(SQ) TY-D SAC-A PG64-22 | TON | 889.000 | 105.52000 | 1 | ||
| 340 6106 | D-GR HMA(SQ) TY-D PG64-22 | TON | 6,373.000 | 177.54303 | 14 | ||
| 340 6246 | D-GR HMA (SQ) TY-D PG64_22(LEVEL-UP) | TON | 4,761.000 | 89.00000 | 1 | ||
| 340 6260 | D-GR HMA (SQ) TYC PG76 - 22 (LEVEL UP) | TON | 21.000 | 225.00000 | 1 | ||
| 340 6270 | D-GR HMA(SQ) TY-D PG64-22 NON-MOW STRI | SY | 1,650.000 | 38.20000 | 1,650.000 | 38.20000 | 1 |
| 341 6008 | D-GR HMA TY-B PG64-22 | TON | 13,184.000 | 78.00000 | 1 | ||
| 341 6026 | D-GR HMA TY-C SAC-A PG70-22 | TON | 83.000 | 161.85000 | 1 | ||
| 341 6040 | D-GR HMA TY-D PG64-22 | TON | 4,647.000 | 74.00000 | 1 | ||
| 341 6062 | D-GR HMA TY-D PG64-22(LEVEL-UP) | TON | 11,033.000 | 79.47000 | 1 | ||
| 342 6002 | PFC (ASPHALT) PG76-22 | TON | 1,961.000 | 15.64339 | 4 | ||
| 342 6006 | PFC-C (AGGREGATE)(PG76 MIX) SAC-A | TON | 26,065.000 | 114.53515 | 4 | ||
| 344 6011 | SUPERPAVE MIXTURES SP-B PG64-22 | TON | 273.000 | 225.00000 | 1 | ||
| 344 6047 | SUPERPAVE MIXTURES SP-C SAC-A PG70-22 | TON | 9,493.000 | 91.82829 | 2 | ||
| 344 6063 | SUPERPAVE MIXTURES SP-C SAC-A PG76-22 | TON | 184.000 | 225.00000 | 1 | ||
| 344 6104 | SUPERPAVE MIXTURES SP-D SAC-B PG64-22 | TON | 1,102.000 | 150.00000 | 1 | ||
| 347 6002 | TOM-C (AGGREGATE) SAC-A | TON | 4,600.000 | 135.64000 | 1 | ||
| 347 6003 | TOM (ASPHALT) PG 70-22 | TON | 325.000 | 135.64000 | 1 | ||
| 351 6001 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(5") | SY | 114.000 | 55.00000 | 1 | ||
| 351 6008 | FLEXIBLE PAVEMENT STRUCTURE REPAIR(12" | SY | 906.000 | 80.90419 | 2 | ||
| 351 6028 | FLEX PAVE STRUCTURE REPAIR (8"-10") | SY | 129.000 | 70.00000 | 1 | ||
| 354 6021 | PLANE ASPH CONC PAV(0" TO 2") | SY | 1,690.000 | 1.41000 | 1 | ||
| 354 6022 | PLANE ASPH CONC PAV(0" TO 3") | SY | 20.000 | 100.00000 | 1 | ||
| 354 6045 | PLANE ASPH CONC PAV (2") | SY | 608.000 | 13.58000 | 1 | ||
| 354 6088 | PLANE ASPH CONC PAV (0" TO 5") | SY | 4,459.000 | 5.13000 | 1 | ||
| 354 6146 | PLANE ASPH CONC PAV (1.5'-2") | SY | 61,933.000 | 1.80000 | 1 | ||
| 354 6177 | PLANE ASPH CONC PAV (1.5"-2") | SY | 63,458.000 | 3.00000 | 1 | ||
| 360 6027 | CURB (TYPE II) | LF | 800.000 | 13.50000 | 1 | ||
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