|  |  |  | 1. Contracted | 
|---|
|  |  |  | 2. Current | 
|---|
|  |  |  | 3. To date | 
|---|
| Item Nbr            Item Code | Unit Price |  | 4. This Est | 
|---|
| Item Description | Units | Qty | Amount | 
|---|
| GROUP 4 CULVERT AT STA. 102+08.70 |  |  |  | 
| 0001                                       L020.00 | 1.50 | 1,509.750 | 2,264.63 | 
| EROSION CONTROL | m2 | 1,509.750 | 2,264.63 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0002                                       L022.25 | 16.00 | 72.000 | 1,152.00 | 
| FABRIC SILT FENCE, TYPE COIR FIBER | m | 72.000 | 1,152.00 | 
|  |  | 47.500 | 760.00 | 
|  |  | 47.500 | 760.00 | 
| 
 |  |  |  | 
| 0003                                       0001.08 | 0.50 | 1,620.000 | 810.00 | 
| BARRICADE, TYPE II | BDAY | 1,620.000 | 810.00 | 
|  |  | 3,306.000 | 1,653.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0004                                       0001.10 | 3.18 | 450.000 | 1,431.00 | 
| BARRICADE, TYPE III | BDAY | 450.000 | 1,431.00 | 
|  |  | 1,367.000 | 4,347.06 | 
|  |  | 28.000 | 89.04 | 
| 
 |  |  |  | 
| 0005                                       0001.30 | 3.45 | 180.000 | 621.00 | 
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 180.000 | 621.00 | 
|  |  | 334.000 | 1,152.30 | 
|  |  | 28.000 | 96.60 | 
| 
 |  |  |  | 
| 0006                                       0001.90 | 0.95 | 2,520.000 | 2,394.00 | 
| SIGN DAY | EACH | 2,520.000 | 2,394.00 | 
|  |  | 4,547.000 | 4,319.65 | 
|  |  | 98.000 | 93.10 | 
| 
 |  |  |  | 
| 0007                                       0002.30 | 3.45 | 240.000 | 828.00 | 
| PAVEMENT MARKING REMOVAL | m | 240.000 | 828.00 | 
|  |  | 162.000 | 558.90 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0008                                       0002.46 | 2.65 | 1,600.000 | 4,240.00 | 
| TEMPORARY PAVEMENT MARKING, TYPE RPM | m | 1,600.000 | 4,240.00 | 
|  |  | 827.000 | 2,191.55 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0009                                       0003.10 | 200.00 | 10.000 | 2,000.00 | 
| FLAGGING | DAY | 10.000 | 2,000.00 | 
|  |  | 16.000 | 3,200.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0010                                       0003.51 | 18.00 | 309.000 | 5,562.00 | 
| INSTALL CONCRETE PROTECTION BARRIER | m | 309.000 | 5,562.00 | 
|  |  | 177.000 | 3,186.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0011                                       0010.04 | 1,600.00 | 1.000 | 1,600.00 | 
| FIELD OFFICE | EACH | 1.000 | 1,600.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0012                                       0030.40 | 4,000.00 | 1.000 | 4,000.00 | 
| MOBILIZATION | LS | 1.000 | 4,000.00 | 
|  |  | 1.000 | 4,000.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0013                                       1009.00 | 500.00 | 1.000 | 500.00 | 
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 500.00 | 
|  |  | 1.000 | 500.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0014                                       1010.01 | 3.00 | 57.000 | 171.00 | 
| EXCAVATION (ESTABLISHED QUANTITY) | m3 | 57.000 | 171.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0015                                       1011.00 | 2.00 | 169.000 | 338.00 | 
| WATER | kL | 169.000 | 338.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0016                                       1030.00 | 7.80 | 1,017.000 | 7,932.60 | 
| EARTHWORK MEASURED IN EMBANKMENT | m3 | 1,017.000 | 7,932.60 | 
|  |  | 1,017.000 | 7,932.60 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0017                                       1040.05 | 0.55 | 518.500 | 285.18 | 
| TEMPORARY SLOPE PROTECTION | m2 | 518.500 | 285.18 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0018                                       1101.00 | 3.24 | 1,467.000 | 4,753.08 | 
| REMOVE PAVEMENT | m2 | 1,467.000 | 4,753.08 | 
|  |  | 1,371.663 | 4,444.19 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0019                                       3008.05 | 7.30 | 356.000 | 2,598.80 | 
| TIE BARS | EACH | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0020                                       3075.61 | 41.90 | 1,513.400 | 63,411.46 | 
| 280 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 0.000 | 0.00 | 
|  |  | 435.026 | 18,227.59 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0021                                       3089.25 | 32.00 | 634.200 | 20,294.40 | 
| TEMPORARY SURFACING | m2 | 634.200 | 20,294.40 | 
|  |  | 0.000 | 0.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0022                                       4051.01 | 8.00 | 577.000 | 4,616.00 | 
| EXCAVATION FOR BOX CULVERTS | m3 | 577.000 | 4,616.00 | 
|  |  | 577.000 | 4,616.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0023                                       4054.60 | 500.00 | 16.000 | 8,000.00 | 
| TEMPORARY SHORING | m | 16.000 | 8,000.00 | 
|  |  | 15.800 | 7,900.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0024                                       4101.06 | 325.00 | 187.390 | 60,901.75 | 
| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 187.390 | 60,901.75 | 
|  |  | 187.390 | 60,901.76 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0025                                       4151.00 | 1.47 | 13,020.000 | 19,139.40 | 
| REINFORCING STEEL FOR BOX CULVERT | kg | 13,020.000 | 19,139.40 | 
|  |  | 13,020.000 | 19,139.40 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0026                                       6040.00 | 8,500.00 | 1.000 | 8,500.00 | 
| REMOVE STRUCTURE | EACH | 1.000 | 8,500.00 | 
| AT STA. 102+09.8 |  | 1.000 | 8,500.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0027                                       7017.00 | 6.00 | 117.800 | 706.80 | 
| REMOVE GUARDRAIL | m | 117.800 | 706.80 | 
|  |  | 108.500 | 651.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0028                                       9170.00 | 400.00 | 4.261 | 1,704.40 | 
| EARTH SHOULDER CONSTRUCTION | StaM | 4.261 | 1,704.40 | 
|  |  | 3.340 | 1,336.00 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 0029                                       9173.20 | 1.40 | 2,086.000 | 2,920.40 | 
| SUBGRADE PREPARATION | m2 | 2,086.000 | 2,920.40 | 
|  |  | 2,323.295 | 3,252.62 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4001                                       9009.74 | 32.00 | 0.000 | 0.00 | 
| SHOULDER SURFACING | m2 | 1,513.400 | 48,428.80 | 
|  |  | 1,686.855 | 53,979.36 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| 4002                                       0002.44 | 1.155 | 0.000 | 0.00 | 
| TEMPORARY PAVEMENT MARKING, TYPE PAINT | m | 1,600.000 | 1,848.00 | 
| RPM - Replacement |  | 1,421.000 | 1,641.26 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 4 CULVERT AT STA. 102+08.70 |  | Contracted | 233,675.89 | 
|  |  | Current | 217,942.43 | 
|  |  | In place | 218,390.24 | 
|  |  | This Estimate | 1,038.74 | 
| 
 |  |  |  | 
| Totals for contract |  | Contracted | 233,675.89 | 
|---|
|  |  | Current | 217,942.43 | 
|---|
|  |  | In place | 218,390.24 | 
|---|
|  |  | This Estimate | 1,038.74 | 
|---|