|  |  | 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. 18+70 |  |  | 
 | 
| 0001                                       0001.10       | 2.30 | 1,190.000 | 2,737.00
 | 
| BARRICADE, TYPE III                                                                                                      | BDAY | 1,190.000 | 2,737.00
 | 
|                                                                                                                          |  | 712.000 | 1,637.60
 | 
 |  | 48.000 | 110.40
 | 
  |  |  | 
 | 
| 0002                                       0001.90       | 0.58 | 952.000 | 552.16
 | 
| SIGN DAY                                                                                                                 | EACH | 952.000 | 552.16
 | 
|                                                                                                                          |  | 801.000 | 464.58
 | 
 |  | 54.000 | 31.32
 | 
  |  |  | 
 | 
| 0003                                       0001.98       | 1.15 | 714.000 | 821.10
 | 
| CONTRACTOR FURNISHED SIGN                                                                                                | EACH | 714.000 | 821.10
 | 
|                                                                                                                          |  | 356.000 | 409.40
 | 
 |  | 24.000 | 27.60
 | 
  |  |  | 
 | 
| 0004                                       0030.60       | 24,943.50 | 1.000 | 24,943.50
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 24,943.50
 | 
|                                                                                                                          |  | 1.000 | 24,943.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0005                                       1009.00       | 8,050.00 | 1.000 | 8,050.00
 | 
| GENERAL CLEARING AND GRUBBING                                                                                            | LS   | 1.000 | 8,050.00
 | 
|                                                                                                                          |  | 0.900 | 7,245.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0006                                       1011.00       | 17.25 | 25.000 | 431.25
 | 
| WATER                                                                                                                    | MGAL | 25.000 | 431.25
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0007                                       1030.00       | 6.90 | 2,269.000 | 15,656.10
 | 
| EARTHWORK MEASURED IN EMBANKMENT                                                                                         | CY   | 2,269.000 | 15,656.10
 | 
|                                                                                                                          |  | 500.000 | 3,450.00
 | 
 |  | 500.000 | 3,450.00
 | 
  |  |  | 
 | 
| 0008                                       1300.18       | 18.40 | 36.000 | 662.40
 | 
| 18" DRIVEWAY CULVERT PIPE                                                                                                | LF   | 36.000 | 662.40
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0009                                       6001.00       | 4,634.50 | 1.000 | 4,634.50
 | 
| BENT NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 4,634.50
 | 
|                                                                                                                          |  | 1.000 | 4,634.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0010                                       6001.01       | 4,634.50 | 1.000 | 4,634.50
 | 
| BENT NO.2 EXCAVATION                                                                                                     | LS   | 1.000 | 4,634.50
 | 
|                                                                                                                          |  | 1.000 | 4,634.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0011                                       6010.22       | 376.10 | 164.380 | 61,823.32
 | 
| CLASS 47B-3000 CONCRETE FOR BRIDGE                                                                                       | CY   | 164.380 | 61,823.32
 | 
|                                                                                                                          |  | 164.380 | 61,823.31
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0012                                       6010.26       | 392.67 | 231.040 | 90,722.48
 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE                                                                                      | CY   | 231.040 | 90,722.48
 | 
|                                                                                                                          |  | 231.040 | 90,722.48
 | 
 |  | 17.620 | 6,918.85
 | 
  |  |  | 
 | 
| 0013                                       6020.00       | 0.53 | 61,980.000 | 32,849.40
 | 
| REINFORCING STEEL FOR BRIDGE                                                                                             | LB   | 61,980.000 | 32,849.40
 | 
|                                                                                                                          |  | 61,980.000 | 32,849.41
 | 
 |  | 17,880.000 | 9,476.40
 | 
  |  |  | 
 | 
| 0014                                       6040.00       | 4,140.00 | 1.000 | 4,140.00
 | 
| REMOVE STRUCTURE                                                                                                         | EACH | 1.000 | 4,140.00
 | 
| AT STA. 18+70                                                                                                            |  | 1.000 | 4,140.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0015                                       6080.00       | 1.51 | 1,455.000 | 2,197.05
 | 
| STRUCTURAL STEEL FOR SUBSTRUCTURE                                                                                        | LB   | 1,455.000 | 2,197.05
 | 
|                                                                                                                          |  | 1,455.000 | 2,197.06
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0016                                       6105.02       | 52.61 | 1,087.000 | 57,187.07
 | 
| ROCK RIPRAP, TYPE B                                                                                                      | TON  | 1,087.000 | 57,187.07
 | 
|                                                                                                                          |  | 350.000 | 18,413.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0017                                       6210.12       | 22.28 | 1,310.000 | 29,186.80
 | 
| HP 10"X42# STEEL PILING                                                                                                  | LF   | 1,327.250 | 29,571.13
 | 
|                                                                                                                          |  | 1,327.250 | 29,571.13
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0018                                       6310.00       | 12.07 | 2,853.000 | 34,435.71
 | 
| STEEL SHEET PILING                                                                                                       | SF   | 2,853.000 | 34,435.71
 | 
|                                                                                                                          |  | 2,822.500 | 34,067.58
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0019                                       L006.00       | 86.25 | 2.000 | 172.50
 | 
| COVER CROP SEEDING                                                                                                       | ACRE | 2.000 | 172.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4000                                       6210.42       | 111.40 | 0.000 | 0.00
 | 
| HP 10"X42#, PILE SPLICES                                                                                                 | EACH | 6.000 | 668.40
 | 
| In accordance with Para 3, Subsection 703.05 of the 1997 Standard Spces. for Highway Construction                        |  | 6.000 | 668.40
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 6 BRIDGE AT STA. 18+70 |  | Contracted | 375,836.83
 | 
 |  | Current | 376,889.56
 | 
 |  | In place | 321,871.95
 | 
 |  | This Estimate | 20,014.57
 | 
  |  |  | 
 | 
| Totals for contract |  | Contracted | 375,836.83
 | 
|---|
 |  | Current | 376,889.56
 | 
|---|
 |  | In place | 321,871.95
 | 
|---|
 |  | This Estimate | 20,014.57
 | 
|---|