|  |  | 1. Contracted
 | 
|---|
 |  |  | 2. Current
 | 
|---|
 |  |  | 3. To date
 | 
|---|
| Item Nbr            Item Code | Unit Price |  | 4. This Est
 | 
|---|
| Item Description | Units | Qty | Amount
 | 
|---|
| GROUP 1 GRADING |  |  | 
 | 
| 0001                                       L006.00       | 145.00 | 20.800 | 3,016.00
 | 
| COVER CROP SEEDING                                                                                                       | ha   | 20.800 | 3,016.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0002                                       0030.10       | 15,000.00 | 1.000 | 15,000.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 15,000.00
 | 
|                                                                                                                          |  | 0.500 | 7,500.00
 | 
 |  | 0.500 | 7,500.00
 | 
  |  |  | 
 | 
| 0003                                       1000.00       | 300.00 | 26.000 | 7,800.00
 | 
| LARGE TREE REMOVAL                                                                                                       | EACH | 26.000 | 7,800.00
 | 
|                                                                                                                          |  | 27.000 | 8,100.00
 | 
 |  | 27.000 | 8,100.00
 | 
  |  |  | 
 | 
| 0004                                       1009.00       | 22,000.00 | 1.000 | 22,000.00
 | 
| GENERAL CLEARING AND GRUBBING                                                                                            | LS   | 1.000 | 22,000.00
 | 
|                                                                                                                          |  | 0.600 | 13,200.00
 | 
 |  | 0.600 | 13,200.00
 | 
  |  |  | 
 | 
| 0005                                       1010.00       | 1.70 | 106,739.000 | 181,456.30
 | 
| EXCAVATION                                                                                                               | m3   | 106,739.000 | 181,456.30
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0006                                       1011.00       | 3.00 | 2,664.000 | 7,992.00
 | 
| WATER                                                                                                                    | kL   | 2,664.000 | 7,992.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0007                                       1300.18       | 25.00 | 486.000 | 12,150.00
 | 
| 450 mm DRIVEWAY CULVERT PIPE                                                                                             | m    | 486.000 | 12,150.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0008                                       1300.24       | 35.00 | 22.000 | 770.00
 | 
| 600 mm DRIVEWAY CULVERT PIPE                                                                                             | m    | 22.000 | 770.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0009                                       1300.30       | 45.00 | 11.000 | 495.00
 | 
| 750 mm DRIVEWAY CULVERT PIPE                                                                                             | m    | 11.000 | 495.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0010                                       1300.42       | 85.00 | 11.000 | 935.00
 | 
| 1050 mm DRIVEWAY CULVERT PIPE                                                                                            | m    | 11.000 | 935.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 1 GRADING |  | Contracted | 251,614.30
 | 
 |  | Current | 251,614.30
 | 
 |  | In place | 28,800.00
 | 
 |  | This Estimate | 28,800.00
 | 
  |  |  | 
 | 
| GROUP 3 CONCRETE PAVEMENT |  |  | 
 | 
| 0011                                       0030.30       | 73,000.00 | 1.000 | 73,000.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 73,000.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0012                                       2010.03       | 20.00 | 229.740 | 4,594.80
 | 
| CRUSHED ROCK SURFACE COURSE                                                                                              | Mg   | 229.740 | 4,594.80
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0013                                       2020.00       | 10.50 | 200.000 | 2,100.00
 | 
| SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS                                                                              | m2   | 200.000 | 2,100.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0014                                       2021.00       | 60.00 | 10.000 | 600.00
 | 
| MAILBOX POST                                                                                                             | EACH | 10.000 | 600.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0015                                       3020.26       | 31.05 | 1,337.550 | 41,530.93
 | 
| CONCRETE CLASS 47B-25 DRIVEWAY                                                                                           | m2   | 1,337.550 | 41,530.93
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0016                                       3075.41       | 21.50 | 55,927.000 | 1,202,430.50
 | 
| 230 mm CONCRETE PAVEMENT, CLASS 47B-25                                                                                   | m2   | 55,927.000 | 1,202,430.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0017                                       3300.50       | 3,400.00 | 1.000 | 3,400.00
 | 
| PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING                                                                              | LS   | 1.000 | 3,400.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0018                                       8029.75       | 1.90 | 55,927.000 | 106,261.30
 | 
| BITUMINOUS FOUNDATION COURSE                                                                                             | m2   | 55,927.000 | 106,261.30
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0019                                       9111.00       | 2.50 | 1,212.000 | 3,030.00
 | 
| WATER                                                                                                                    | kL   | 1,212.000 | 3,030.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0020                                       9170.00       | 175.00 | 150.500 | 26,337.50
 | 
| EARTH SHOULDER CONSTRUCTION                                                                                              | StaM | 150.500 | 26,337.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0021                                       9173.20       | 0.85 | 57,264.550 | 48,674.87
 | 
| SUBGRADE PREPARATION                                                                                                     | m2   | 57,264.550 | 48,674.87
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0022                                       9179.24       | 1,250.00 | 75.250 | 94,062.50
 | 
| COLD MILLING, CLASS 4                                                                                                    | StaM | 75.250 | 94,062.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 3 CONCRETE PAVEMENT |  | Contracted | 1,606,022.40
 | 
 |  | Current | 1,606,022.40
 | 
 |  | In place | 0.00
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 4 CULVERTS |  |  | 
 | 
| 0023                                       0030.40       | 10,000.00 | 1.000 | 10,000.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 10,000.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0024                                       4044.00       | 2,000.00 | 1.000 | 2,000.00
 | 
| PREPARATION OF STRUCTURE                                                                                                 | EACH | 1.000 | 2,000.00
 | 
| AT STA 2+48.36                                                                                                           |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0025                                       4044.01       | 2,000.00 | 1.000 | 2,000.00
 | 
| PREPARATION OF STRUCTURE                                                                                                 | EACH | 1.000 | 2,000.00
 | 
| AT STA. 8+06.87                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0026                                       4045.00       | 7,000.00 | 1.000 | 7,000.00
 | 
| REMOVE STRUCTURE                                                                                                         | EACH | 1.000 | 7,000.00
 | 
| AT STA. 17+98.04                                                                                                         |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0027                                       4050.01       | 8.00 | 2,585.000 | 20,680.00
 | 
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS                                                                   | m3   | 2,585.000 | 20,680.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0028                                       4051.01       | 16.00 | 673.000 | 10,768.00
 | 
| EXCAVATION FOR BOX CULVERTS                                                                                              | m3   | 673.000 | 10,768.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0029                                       4101.06       | 335.00 | 194.250 | 65,073.75
 | 
| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT                                                                           | m3   | 194.250 | 65,073.75
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0030                                       4151.00       | 1.50 | 14,130.000 | 21,195.00
 | 
| REINFORCING STEEL FOR BOX CULVERT                                                                                        | kg   | 14,130.000 | 21,195.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0031                                       4450.24       | 111.00 | 63.500 | 7,048.50
 | 
| 600 mm REINFORCED CONCRETE PIPE                                                                                          | m    | 63.500 | 7,048.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0032                                       4450.30       | 155.00 | 21.500 | 3,332.50
 | 
| 750 mm REINFORCED CONCRETE PIPE                                                                                          | m    | 21.500 | 3,332.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0033                                       4450.36       | 203.00 | 59.500 | 12,078.50
 | 
| 900 mm REINFORCED CONCRETE PIPE                                                                                          | m    | 59.500 | 12,078.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0034                                       4450.42       | 235.00 | 120.200 | 28,247.00
 | 
| 1050 mm REINFORCED CONCRETE PIPE                                                                                         | m    | 120.200 | 28,247.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0035                                       4450.48       | 288.00 | 26.200 | 7,545.60
 | 
| 1200 mm REINFORCED CONCRETE PIPE                                                                                         | m    | 26.200 | 7,545.60
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0036                                       4450.54       | 344.00 | 43.500 | 14,964.00
 | 
| 1350 mm REINFORCED CONCRETE PIPE                                                                                         | m    | 43.500 | 14,964.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0037                                       4450.60       | 413.00 | 31.500 | 13,009.50
 | 
| 1500 mm REINFORCED CONCRETE PIPE                                                                                         | m    | 31.500 | 13,009.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0038                                       4450.66       | 485.00 | 39.500 | 19,157.50
 | 
| 1650 mm REINFORCED CONCRETE PIPE                                                                                         | m    | 39.500 | 19,157.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0039                                       4460.24       | 397.00 | 6.000 | 2,382.00
 | 
| 600 mm CONCRETE FLARED-END SECTION                                                                                       | EACH | 6.000 | 2,382.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0040                                       4460.30       | 453.00 | 2.000 | 906.00
 | 
| 750 mm CONCRETE FLARED END SECTION                                                                                       | EACH | 2.000 | 906.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0041                                       4460.36       | 730.00 | 6.000 | 4,380.00
 | 
| 900 mm CONCRETE FLARED-END SECTION                                                                                       | EACH | 6.000 | 4,380.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0042                                       4460.42       | 850.00 | 8.000 | 6,800.00
 | 
| 1050 mm CONCRETE FLARED-END SECTION                                                                                      | EACH | 8.000 | 6,800.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0043                                       4460.48       | 940.00 | 2.000 | 1,880.00
 | 
| 1200 mm CONCRETE FLARED-END SECTION                                                                                      | EACH | 2.000 | 1,880.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0044                                       4460.54       | 1,144.00 | 4.000 | 4,576.00
 | 
| 1350 mm CONCRETE FLARED-END SECTION                                                                                      | EACH | 4.000 | 4,576.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0045                                       4460.60       | 1,406.00 | 2.000 | 2,812.00
 | 
| 1500 mm CONCRETE FLARED-END SECTION                                                                                      | EACH | 2.000 | 2,812.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0046                                       4460.66       | 1,777.00 | 2.000 | 3,554.00
 | 
| 1650 mm CONCRETE FLARED-END SECTION                                                                                      | EACH | 2.000 | 3,554.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0047                                       4500.48       | 418.00 | 17.000 | 7,106.00
 | 
| 1200 mm ROUND EQUIVALENT REINFORCED CONCRETE PIPE                                                                        | m    | 17.000 | 7,106.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0048                                       4510.48       | 1,661.00 | 2.000 | 3,322.00
 | 
| 1200 mm ROUND EQUIVALENT CONCRETE FLARED-END SECTION                                                                     | EACH | 2.000 | 3,322.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0049                                       6105.01       | 34.40 | 22.100 | 760.24
 | 
| ROCK RIPRAP, TYPE A                                                                                                      | Mg   | 22.100 | 760.24
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0050                                       6105.02       | 33.00 | 56.500 | 1,864.50
 | 
| ROCK RIPRAP, TYPE B                                                                                                      | Mg   | 56.500 | 1,864.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 4 CULVERTS |  | Contracted | 284,442.59
 | 
 |  | Current | 284,442.59
 | 
 |  | In place | 0.00
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 5 SEEDING |  |  | 
 | 
| 0051                                       L001.01       | 1,120.00 | 20.800 | 23,296.00
 | 
| SEEDING, TYPE A                                                                                                          | ha   | 20.800 | 23,296.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0052                                       L032.75       | 75.00 | 104.000 | 7,800.00
 | 
| MULCH                                                                                                                    | Mg   | 104.000 | 7,800.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0053                                       0030.50       | 200.00 | 1.000 | 200.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 200.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 5 SEEDING |  | Contracted | 31,296.00
 | 
 |  | Current | 31,296.00
 | 
 |  | In place | 0.00
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  |  | 
 | 
| 0054                                       0001.10       | 1.50 | 4,000.000 | 6,000.00
 | 
| BARRICADE, TYPE III                                                                                                      | BDAY | 4,000.000 | 6,000.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0055                                       0001.30       | 2.00 | 1,120.000 | 2,240.00
 | 
| TYPE B HIGH INTENSITY WARNING LIGHT                                                                                      | LDAY | 1,120.000 | 2,240.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0056                                       0001.90       | 0.20 | 4,960.000 | 992.00
 | 
| SIGN DAY                                                                                                                 | EACH | 4,960.000 | 992.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0057                                       0003.10       | 300.00 | 10.000 | 3,000.00
 | 
| FLAGGING                                                                                                                 | DAY  | 10.000 | 3,000.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0058                                       0010.04       | 3,000.00 | 1.000 | 3,000.00
 | 
| FIELD OFFICE                                                                                                             | EACH | 1.000 | 3,000.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0059                                       0030.00       | 100.00 | 1.000 | 100.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 100.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  | Contracted | 15,332.00
 | 
 |  | Current | 15,332.00
 | 
 |  | In place | 0.00
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| Totals for contract |  | Contracted | 2,188,707.29
 | 
|---|
 |  | Current | 2,188,707.29
 | 
|---|
 |  | In place | 28,800.00
 | 
|---|
 |  | This Estimate | 28,800.00
 | 
|---|