|  |  | 1. Contracted
 | 
|---|
 |  |  | 2. Current
 | 
|---|
 |  |  | 3. To date
 | 
|---|
| Item Nbr            Item Code | Unit Price |  | 4. This Est
 | 
|---|
| Item Description | Units | Qty | Amount
 | 
|---|
| GROUP 6 BRIDGE AT STA. 41+47.90 |  |  | 
 | 
| 0001                                       0030.60       | 210.00 | 1.000 | 210.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 210.00
 | 
|                                                                                                                          |  | 1.000 | 210.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0002                                       6010.26       | 2,771.20 | 1.750 | 4,849.60
 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE                                                                                      | CY   | 1.750 | 4,849.60
 | 
|                                                                                                                          |  | 1.750 | 4,849.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0003                                       6020.00       | 2.50 | 410.000 | 1,025.00
 | 
| REINFORCING STEEL FOR BRIDGE                                                                                             | LB   | 410.000 | 1,025.00
 | 
|                                                                                                                          |  | 410.000 | 1,025.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 6 BRIDGE AT STA. 41+47.90 |  | Contracted | 6,084.60
 | 
 |  | Current | 6,084.60
 | 
 |  | In place | 6,084.60
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 6A BRIDGE AT STA. 280+03.33 |  |  | 
 | 
| 0004                                       0030.60       | 2,312.00 | 1.000 | 2,312.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 2,312.00
 | 
|                                                                                                                          |  | 1.000 | 2,312.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0005                                       1109.00       | 8.95 | 183.000 | 1,637.85
 | 
| REMOVE CURB                                                                                                              | LF   | 183.000 | 1,637.85
 | 
|                                                                                                                          |  | 178.000 | 1,593.10
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0006                                       1119.00       | 1,244.08 | 1.000 | 1,244.08
 | 
| REMOVE INLET                                                                                                             | EACH | 1.000 | 1,244.08
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0007                                       1122.01       | 14.65 | 92.000 | 1,347.80
 | 
| REMOVE CONCRETE MEDIAN SURFACING                                                                                         | SY   | 92.000 | 1,347.80
 | 
|                                                                                                                          |  | 92.000 | 1,347.80
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0008                                       3008.05       | 11.80 | 10.000 | 118.00
 | 
| TIE BARS                                                                                                                 | EACH | 10.000 | 118.00
 | 
|                                                                                                                          |  | 47.000 | 554.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0009                                       3075.32       | 57.40 | 92.000 | 5,280.80
 | 
| 8" CONCRETE PAVEMENT, CLASS 47B-3500                                                                                     | SY   | 92.000 | 5,280.80
 | 
|                                                                                                                          |  | 93.000 | 5,338.20
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0010                                       4004.50       | 1.35 | 505.000 | 681.75
 | 
| CAST IRON GRATE AND FRAME                                                                                                | LB   | 505.000 | 681.75
 | 
|                                                                                                                          |  | 505.000 | 681.75
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0011                                       4105.59       | 1,296.35 | 2.100 | 2,722.34
 | 
| CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX                                                                       | CY   | 2.100 | 2,722.34
 | 
|                                                                                                                          |  | 0.500 | 648.18
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0012                                       4155.50       | 1.40 | 145.000 | 203.00
 | 
| REINFORCING STEEL FOR INLET AND JUNCTION BOX                                                                             | LB   | 145.000 | 203.00
 | 
|                                                                                                                          |  | 41.000 | 57.40
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0013                                       6010.26       | 959.55 | 7.680 | 7,369.34
 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE                                                                                      | CY   | 7.680 | 7,369.34
 | 
|                                                                                                                          |  | 7.680 | 7,369.34
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0014                                       6020.00       | 1.10 | 535.000 | 588.50
 | 
| REINFORCING STEEL FOR BRIDGE                                                                                             | LB   | 535.000 | 588.50
 | 
|                                                                                                                          |  | 535.000 | 588.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 6A BRIDGE AT STA. 280+03.33 |  | Contracted | 23,505.46
 | 
 |  | Current | 23,505.46
 | 
 |  | In place | 20,490.87
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  |  | 
 | 
| 0015                                       0030.70       | 977.00 | 1.000 | 977.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 977.00
 | 
|                                                                                                                          |  | 1.000 | 977.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0016                                       7019.50       | 10,500.00 | 2.000 | 21,000.00
 | 
| IMPACT ATTENUATOR                                                                                                        | EACH | 2.000 | 21,000.00
 | 
|                                                                                                                          |  | 2.000 | 21,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  | Contracted | 21,977.00
 | 
 |  | Current | 21,977.00
 | 
 |  | In place | 21,977.00
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  |  | 
 | 
| 0017                                       0001.08       | 0.50 | 1,095.000 | 547.50
 | 
| BARRICADE, TYPE II                                                                                                       | BDAY | 1,095.000 | 547.50
 | 
|                                                                                                                          |  | 940.000 | 470.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0018                                       0001.10       | 4.90 | 89.000 | 436.10
 | 
| BARRICADE, TYPE III                                                                                                      | BDAY | 89.000 | 436.10
 | 
|                                                                                                                          |  | 257.000 | 1,259.30
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0019                                       0001.90       | 3.80 | 410.000 | 1,558.00
 | 
| SIGN DAY                                                                                                                 | EACH | 410.000 | 1,558.00
 | 
|                                                                                                                          |  | 253.000 | 961.40
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0020                                       0002.97       | 15.75 | 82.000 | 1,291.50
 | 
| FLASHING ARROW PANEL                                                                                                     | DAY  | 82.000 | 1,291.50
 | 
|                                                                                                                          |  | 38.000 | 598.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0021                                       0003.10       | 165.00 | 30.000 | 4,950.00
 | 
| FLAGGING                                                                                                                 | DAY  | 30.000 | 4,950.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0022                                       0030.00       | 975.00 | 1.000 | 975.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 975.00
 | 
|                                                                                                                          |  | 1.000 | 975.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  | Contracted | 9,758.10
 | 
 |  | Current | 9,758.10
 | 
 |  | In place | 4,264.20
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| Totals for contract |  | Contracted | 61,325.16
 | 
|---|
 |  | Current | 61,325.16
 | 
|---|
 |  | In place | 52,816.67
 | 
|---|
 |  | This Estimate | 0.00
 | 
|---|