|  |  |  | 1. Contracted | 
|---|
|  |  |  | 2. Current | 
|---|
|  |  |  | 3. To date | 
|---|
| Item Nbr            Item Code | Unit Price |  | 4. This Est | 
|---|
| Item Description | Units | Qty | Amount | 
|---|
| GROUP 3 CONCRETE PAVEMENT |  |  |  | 
| 0001                                       L001.02 | 437.00 | 3.000 | 1,311.00 | 
| SEEDING, TYPE B | ACRE | 3.000 | 1,311.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0002                                       L032.75 | 80.00 | 7.000 | 560.00 | 
| MULCH | TON | 7.000 | 560.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0003                                       0030.30 | 50,200.00 | 1.000 | 50,200.00 | 
| MOBILIZATION | LS | 1.000 | 50,200.00 | 
|  |  | 0.084 | 4,216.80 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0004                                       1009.00 | 2,500.00 | 1.000 | 2,500.00 | 
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,500.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0005                                       3075.11 | 21.12 | 9,262.000 | 195,613.44 | 
| 6" CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 9,262.000 | 195,613.44 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0006                                       3075.55 | 24.55 | 31,257.000 | 767,359.35 | 
| 10" DOWELED CONCRETE PAVEMENT, CLASS 47B-3625 | SY | 31,257.000 | 767,359.35 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0007                                       3300.50 | 1,000.00 | 1.000 | 1,000.00 | 
| PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 1,000.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0008                                       7550.03 | 0.51 | 10,420.000 | 5,314.20 | 
| 4" YELLOW EPOXY PAVEMENT MARKING | LF | 10,420.000 | 5,314.20 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0009                                       7550.04 | 0.51 | 13,025.000 | 6,642.75 | 
| 4" WHITE EPOXY PAVEMENT MARKING | LF | 13,025.000 | 6,642.75 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0010                                       8003.05 | 3.50 | 2,025.000 | 7,087.50 | 
| RESHAPING EXISTING BASE | SY | 2,025.000 | 7,087.50 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0011                                       8029.84 | 1.98 | 9,262.000 | 18,338.76 | 
| BITUMINOUS FOUNDATION COURSE 4" | SY | 9,262.000 | 18,338.76 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0012                                       9009.75 | 32.51 | 896.000 | 29,128.96 | 
| TEMPORARY SURFACING | SY | 896.000 | 29,128.96 | 
| 9" |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0013                                       9111.00 | 8.50 | 152.000 | 1,292.00 | 
| WATER | MGAL | 152.000 | 1,292.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0014                                       9170.00 | 100.00 | 208.381 | 20,838.10 | 
| EARTH SHOULDER CONSTRUCTION | STA | 208.381 | 20,838.10 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0015                                       9179.33 | 2.00 | 40,519.000 | 81,038.00 | 
| COLD MILLING, CLASS 3 | SY | 40,519.000 | 81,038.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 3 CONCRETE PAVEMENT |  | Contracted | 1,188,224.06 | 
|  |  | Current | 1,188,224.06 | 
|  |  | In place | 4,216.80 | 
|  |  | This Estimate | 0.00 | 
| 
 |  |  |  | 
| GROUP 10 GENERAL ITEMS |  |  |  | 
| 0016                                       0001.08 | 0.50 | 4,030.000 | 2,015.00 | 
| BARRICADE, TYPE II | BDAY | 4,030.000 | 2,015.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0017                                       0001.10 | 1.50 | 1,240.000 | 1,860.00 | 
| BARRICADE, TYPE III | BDAY | 1,240.000 | 1,860.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0018                                       0001.30 | 1.50 | 248.000 | 372.00 | 
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 248.000 | 372.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0019                                       0001.90 | 0.50 | 4,216.000 | 2,108.00 | 
| SIGN DAY | EACH | 4,216.000 | 2,108.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0020                                       0002.30 | 0.55 | 400.000 | 220.00 | 
| PAVEMENT MARKING REMOVAL | LF | 400.000 | 220.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0021                                       0002.38 | 0.50 | 350.000 | 175.00 | 
| TEMPORARY PAVEMENT MARKING, TYPE I | LF | 350.000 | 175.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0022                                       0002.39 | 2.00 | 500.000 | 1,000.00 | 
| TEMPORARY PAVEMENT MARKING, TYPE II | LF | 500.000 | 1,000.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0023                                       0002.85 | 30.00 | 105.000 | 3,150.00 | 
| TUBULAR POST | EACH | 105.000 | 3,150.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0024                                       0002.97 | 25.00 | 124.000 | 3,100.00 | 
| FLASHING ARROW PANEL | DAY | 124.000 | 3,100.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0025                                       0010.04 | 1,500.00 | 1.000 | 1,500.00 | 
| FIELD OFFICE | EACH | 1.000 | 1,500.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0026                                       0030.00 | 5,000.00 | 1.000 | 5,000.00 | 
| MOBILIZATION | LS | 1.000 | 5,000.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 10 GENERAL ITEMS |  | Contracted | 20,500.00 | 
|  |  | Current | 20,500.00 | 
|  |  | In place | 0.00 | 
|  |  | This Estimate | 0.00 | 
| 
 |  |  |  | 
| Totals for contract |  | Contracted | 1,208,724.06 | 
|---|
|  |  | Current | 1,208,724.06 | 
|---|
|  |  | In place | 4,216.80 | 
|---|
|  |  | This Estimate | 0.00 | 
|---|