| Region | District | DBE % | VBP % | Federal Project # |
|---|---|---|---|---|
| 4 | 6 | 4.00 | 0.00 | 0L5Z(449) |
| County(s) | Key Route(s) | Marked Route(s) | Section(s) | State Job #(s) | PPS #(s) |
|---|---|---|---|---|---|
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| Contract Specifics |
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| 40 Working Days |
| No More Contract Specifics |
| Pay Item # | UOM | Description | Type | Quantity | Unit Price | ||
|---|---|---|---|---|---|---|---|
| 20200100 | CU YD | EARTH EXCAVATION | Base items | 1,214.000 | |||
| 20400800 | CU YD | FURNISHED EXCAVATION | Base items | 2,437.000 | |||
| 20800150 | CU YD | TRENCH BACKFILL | Base items | 108.000 | |||
| 28000250 | POUND | TEMPORARY EROSION CONTROL SEEDING | Base items | 178.000 | |||
| 28000305 | FOOT | TEMPORARY DITCH CHECKS | Base items | 220.000 | |||
| 28000400 | FOOT | PERIMETER EROSION BARRIER | Base items | 130.000 | |||
| 28000500 | EACH | INLET AND PIPE PROTECTION | Base items | 4.000 | |||
| 35100900 | SQ YD | AGGREGATE BASE COURSE, TYPE A 10" | Base items | 5,438.000 | |||
| 40200700 | SQ YD | AGGREGATE SURFACE COURSE, TYPE A 8" | Base items | 20.000 | |||
| 48100500 | SQ YD | AGGREGATE SHOULDERS, TYPE A 6" | Base items | 1,914.000 | |||
| 50105220 | FOOT | PIPE CULVERT REMOVAL | Base items | 98.000 | |||
| 54213669 | EACH | PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24" | Base items | 8.000 | |||
| 542A0229 | FOOT | PIPE CULVERTS, CLASS A, TYPE 1 24" | Base items | 148.000 | |||
| 542A1069 | FOOT | PIPE CULVERTS, CLASS A, TYPE 2 24" | Base items | 64.000 | |||
| 67100100 | L SUM | MOBILIZATION | Base items | 1.000 | |||
| LR403200 | TON | BITUMINOUS MATERIALS (PRIME COAT) | Base items | 6.000 | |||
| LR403400 | TON | BITUMINOUS MATERIALS (COVER AND SEAL COATS) | Base items | 23.000 | |||
| LR403500 | TON | COVER COAT AGGREGATE | Base items | 136.000 | |||
| LR403600 | TON | SEAL COAT AGGREGATE | Base items | 68.000 | |||
| X2501000 | ACRE | SEEDING, CLASS 2 (SPECIAL) | Base items | 2.000 | |||
| X7010216 | L SUM | TRAFFIC CONTROL AND PROTECTION, (SPECIAL) | Base items | 1.000 | |||
| Z0013798 | L SUM | CONSTRUCTION LAYOUT | Base items | 1.000 | |||
| No More Pay Items | |||||||