|  |  | 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                                       L020.00       | 2.25 | 1,713.000 | 3,854.25
 | 
| EROSION CONTROL                                                                                                          | SY   | 1,713.000 | 3,854.25
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0002                                       L022.25       | 5.00 | 400.000 | 2,000.00
 | 
| FABRIC SILT FENCE, TYPE COIR FIBER                                                                                       | LF   | 400.000 | 2,000.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0003                                       0030.10       | 447.02 | 1.000 | 447.02
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 447.02
 | 
|                                                                                                                          |  | 1.000 | 447.02
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0004                                       1009.00       | 2,000.00 | 1.000 | 2,000.00
 | 
| GENERAL CLEARING AND GRUBBING                                                                                            | LS   | 1.000 | 2,000.00
 | 
| FOR PROJECT EACSTPD-136-5(106)                                                                                           |  | 1.000 | 2,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0006                                       1010.00       | 2.00 | 377.000 | 754.00
 | 
| EXCAVATION                                                                                                               | CY   | 0.000 | 0.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0007                                       1010.10       | 2.15 | 14,270.000 | 30,680.50
 | 
| EXCAVATION, BORROW                                                                                                       | CY   | 0.000 | 0.00
 | 
|                                                                                                                          |  | 400.000 | 860.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0008                                       1011.00       | 22.00 | 14.000 | 308.00
 | 
| WATER                                                                                                                    | MGAL | 14.000 | 308.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0010                                       1300.24       | 25.00 | 44.000 | 1,100.00
 | 
| 24" DRIVEWAY CULVERT PIPE                                                                                                | LF   | 44.000 | 1,100.00
 | 
|                                                                                                                          |  | 44.000 | 1,100.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0011                                       7017.00       | 2.00 | 112.000 | 224.00
 | 
| REMOVE GUARDRAIL                                                                                                         | LF   | 112.000 | 224.00
 | 
|                                                                                                                          |  | 112.000 | 224.00
 | 
 |  | 56.000 | 112.00
 | 
  |  |  | 
 | 
| 4005                                       1010.01       | 2.00 | 0.000 | 0.00
 | 
| EXCAVATION (ESTABLISHED QUANTITY)                                                                                        | CY   | 377.000 | 754.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4006                                       1010.01       | 2.15 | 0.000 | 0.00
 | 
| EXCAVATION (ESTABLISHED QUANTITY)                                                                                        | CY   | 14,270.000 | 30,680.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 1 GRADING |  | Contracted | 41,367.77
 | 
 |  | Current | 41,367.77
 | 
 |  | In place | 4,631.02
 | 
 |  | This Estimate | 112.00
 | 
  |  |  | 
 | 
| GROUP 6 BRIDGE AT STA. 7+25.24 |  |  | 
 | 
| 0012                                       0020.00       | 0.80 | 1,000.000 | 800.00
 | 
| TRAINING                                                                                                                 | HOUR | 1,000.000 | 800.00
 | 
|                                                                                                                          |  | 658.000 | 526.40
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0013                                       0030.60       | 48,000.00 | 1.000 | 48,000.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 48,000.00
 | 
|                                                                                                                          |  | 1.000 | 48,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0014                                       1010.01       | 5.00 | 1,700.000 | 8,500.00
 | 
| EXCAVATION (ESTABLISHED QUANTITY)                                                                                        | CY   | 1,700.000 | 8,500.00
 | 
|                                                                                                                          |  | 850.500 | 4,252.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0015                                       1043.50       | 2.00 | 609.000 | 1,218.00
 | 
| RIPRAP FILTER FABRIC                                                                                                     | SY   | 609.000 | 1,218.00
 | 
|                                                                                                                          |  | 588.000 | 1,176.00
 | 
 |  | 388.000 | 776.00
 | 
  |  |  | 
 | 
| 0016                                       3050.15       | 210.00 | 179.700 | 37,737.00
 | 
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000                                                                         | CY   | 179.700 | 37,737.00
 | 
|                                                                                                                          |  | 70.000 | 14,700.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0017                                       3051.10       | 0.70 | 20,475.000 | 14,332.50
 | 
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES                                                                   | LB   | 20,475.000 | 14,332.50
 | 
|                                                                                                                          |  | 9,009.000 | 6,306.30
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0018                                       6000.10       | 5,000.00 | 1.000 | 5,000.00
 | 
| ABUTMENT NO.1 EXCAVATION                                                                                                 | LS   | 1.000 | 5,000.00
 | 
|                                                                                                                          |  | 1.000 | 5,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0019                                       6000.11       | 5,000.00 | 1.000 | 5,000.00
 | 
| ABUTMENT NO.2 EXCAVATION                                                                                                 | LS   | 1.000 | 5,000.00
 | 
|                                                                                                                          |  | 1.000 | 5,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0020                                       6000.60       | 15,000.00 | 1.000 | 15,000.00
 | 
| PIER NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 15,000.00
 | 
|                                                                                                                          |  | 0.500 | 7,500.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0021                                       6000.61       | 15,000.00 | 1.000 | 15,000.00
 | 
| PIER NO.2 EXCAVATION                                                                                                     | LS   | 1.000 | 15,000.00
 | 
|                                                                                                                          |  | 0.500 | 7,500.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0022                                       6005.35       | 50.00 | 95.300 | 4,765.00
 | 
| PRECOMPRESSED POLYURETHANE FOAM JOINT                                                                                    | LF   | 95.300 | 4,765.00
 | 
|                                                                                                                          |  | 33.000 | 1,650.00
 | 
 |  | 33.000 | 1,650.00
 | 
  |  |  | 
 | 
| 0023                                       6005.60       | 90.00 | 108.000 | 9,720.00
 | 
| ELASTOMERIC BEARING                                                                                                      | EACH | 108.000 | 9,720.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0024                                       6010.22       | 425.00 | 213.700 | 90,822.50
 | 
| CLASS 47B-3000 CONCRETE FOR BRIDGE                                                                                       | CY   | 213.700 | 90,822.50
 | 
|                                                                                                                          |  | 108.000 | 45,900.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0025                                       6010.26       | 425.00 | 213.700 | 90,822.50
 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE                                                                                      | CY   | 213.700 | 90,822.50
 | 
|                                                                                                                          |  | 90.300 | 38,377.50
 | 
 |  | 12.300 | 5,227.50
 | 
  |  |  | 
 | 
| 0026                                       6011.11       | 185,000.00 | 1.000 | 185,000.00
 | 
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE                                                                              | LS   | 1.000 | 185,000.00
 | 
| AT STA. 7+25.24                                                                                                          |  | 0.400 | 74,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0027                                       6040.00       | 25,000.00 | 1.000 | 25,000.00
 | 
| REMOVE STRUCTURE                                                                                                         | EACH | 1.000 | 25,000.00
 | 
| AT STA. 7+30.48                                                                                                          |  | 0.500 | 12,500.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0028                                       6080.00       | 2.50 | 5,117.000 | 12,792.50
 | 
| STRUCTURAL STEEL FOR SUBSTRUCTURE                                                                                        | LB   | 5,117.000 | 12,792.50
 | 
|                                                                                                                          |  | 2,558.500 | 6,396.25
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0029                                       6105.02       | 38.00 | 505.000 | 19,190.00
 | 
| ROCK RIPRAP, TYPE B                                                                                                      | TON  | 505.000 | 19,190.00
 | 
|                                                                                                                          |  | 393.660 | 14,959.08
 | 
 |  | 175.170 | 6,656.46
 | 
  |  |  | 
 | 
| 0030                                       6131.50       | 0.63 | 85,710.000 | 53,997.30
 | 
| EPOXY COATED REINFORCING STEEL                                                                                           | LB   | 85,710.000 | 53,997.30
 | 
|                                                                                                                          |  | 42,962.500 | 27,066.39
 | 
 |  | 2,687.500 | 1,693.13
 | 
  |  |  | 
 | 
| 0031                                       6139.50       | 50.00 | 29.800 | 1,490.00
 | 
| SUBSURFACE DRAINAGE MATTING                                                                                              | SY   | 29.800 | 1,490.00
 | 
|                                                                                                                          |  | 14.900 | 745.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0032                                       6210.12       | 25.00 | 935.000 | 23,375.00
 | 
| HP 10"X42# STEEL PILING                                                                                                  | LF   | 935.000 | 23,375.00
 | 
|                                                                                                                          |  | 385.000 | 9,625.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0033                                       6251.40       | 440.00 | 92.000 | 40,480.00
 | 
| ROCK SOCKET                                                                                                              | LF   | 92.000 | 40,480.00
 | 
|                                                                                                                          |  | 46.000 | 20,240.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0034                                       6251.50       | 515.00 | 99.700 | 51,345.50
 | 
| DRILLED SHAFT                                                                                                            | LF   | 99.700 | 51,345.50
 | 
|                                                                                                                          |  | 49.850 | 25,672.75
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0035                                       6310.00       | 11.75 | 3,122.000 | 36,683.50
 | 
| STEEL SHEET PILING                                                                                                       | SF   | 3,122.000 | 36,683.50
 | 
|                                                                                                                          |  | 1,560.000 | 18,330.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0036                                       6510.55       | 6,000.00 | 1.000 | 6,000.00
 | 
| TEMPORARY BRIDGE SHORING                                                                                                 | LS   | 1.000 | 6,000.00
 | 
|                                                                                                                          |  | 0.500 | 3,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0037                                       6510.60       | 12,000.00 | 1.000 | 12,000.00
 | 
| BRIDGE SHORING                                                                                                           | LS   | 1.000 | 12,000.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0038                                       8091.00       | 20.00 | 139.700 | 2,794.00
 | 
| GRANULAR BACKFILL                                                                                                        | CY   | 139.700 | 2,794.00
 | 
|                                                                                                                          |  | 70.000 | 1,400.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4004                                       6960.02       | 1,301.66 | 0.000 | 0.00
 | 
| ADDITIONAL WORK                                                                                                          | LS   | 1.000 | 1,301.66
 | 
| Embankment repair under roadway.                                                                                         |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 6 BRIDGE AT STA. 7+25.24 |  | Contracted | 816,865.30
 | 
 |  | Current | 818,166.96
 | 
 |  | In place | 399,823.17
 | 
 |  | This Estimate | 16,003.09
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  |  | 
 | 
| 0043                                       0030.70       | 1,080.00 | 1.000 | 1,080.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 1,080.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0044                                       7011.20       | 12.04 | 87.500 | 1,053.50
 | 
| W-BEAM GUARDRAIL                                                                                                         | LF   | 87.500 | 1,053.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0045                                       7020.00       | 1,030.50 | 4.000 | 4,122.00
 | 
| BRIDGE APPROACH SECTIONS                                                                                                 | EACH | 4.000 | 4,122.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0046                                       7024.27       | 1,532.00 | 4.000 | 6,128.00
 | 
| GUARDRAIL END TREATMENT, TYPE II                                                                                         | EACH | 4.000 | 6,128.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4002                                       7025.50       | 26.25 | 0.000 | 0.00
 | 
| OFFSET BLOCKS                                                                                                            | EACH | 13.000 | 341.25
 | 
| Additional offset block to clear concrete flume..                                                                        |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4003                                       7025.48       | 84.00 | 0.000 | 0.00
 | 
| GUARD RAIL POSTS                                                                                                         | EACH | 3.000 | 252.00
 | 
| Drilling guardrail post through concrete flume.                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  | Contracted | 12,383.50
 | 
 |  | Current | 12,976.75
 | 
 |  | In place | 0.00
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 9 BITUMINOUS |  |  | 
 | 
| 0047                                       L001.02       | 616.00 | 7.400 | 4,558.40
 | 
| SEEDING, TYPE B                                                                                                          | ACRE | 7.400 | 4,558.40
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0048                                       L032.75       | 95.00 | 17.000 | 1,615.00
 | 
| MULCH                                                                                                                    | TON  | 17.000 | 1,615.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0049                                       0030.90       | 21,470.10 | 1.000 | 21,470.10
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 21,470.10
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0050                                       2001.00       | 15.00 | 133.000 | 1,995.00
 | 
| GRAVEL SURFACE COURSE                                                                                                    | CY   | 133.000 | 1,995.00
 | 
|                                                                                                                          |  | 136.940 | 2,054.10
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0051                                       2009.10       | 110.00 | 5.138 | 565.18
 | 
| GRAVEL EMBEDMENT                                                                                                         | STA  | 5.138 | 565.18
 | 
|                                                                                                                          |  | 5.138 | 565.18
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0053                                       9005.30       | 49.75 | 450.000 | 22,387.50
 | 
| ASPHALTIC CONCRETE, TYPE SP2(0.5)                                                                                        | TON  | 450.000 | 22,387.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0054                                       9009.00       | 8.50 | 253.000 | 2,150.50
 | 
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS                                                           | SY   | 253.000 | 2,150.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0055                                       9009.75       | 75.00 | 40.000 | 3,000.00
 | 
| TEMPORARY SURFACING                                                                                                      | SY   | 40.000 | 3,000.00
 | 
| 10"                                                                                                                      |  | 144.000 | 10,800.00
 | 
 |  | 144.000 | 10,800.00
 | 
  |  |  | 
 | 
| 0056                                       9009.88       | 55.00 | 350.000 | 19,250.00
 | 
| SURFACING 10"                                                                                                            | SY   | 350.000 | 19,250.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0057                                       9021.01       | 210.00 | 24.300 | 5,103.00
 | 
| PERFORMANCE GRADED BINDER (64-22)                                                                                        | TON  | 24.300 | 5,103.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0058                                       9034.00       | 5.00 | 253.000 | 1,265.00
 | 
| PREPARATION OF INTERSECTIONS AND DRIVEWAYS                                                                               | SY   | 253.000 | 1,265.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0059                                       9053.00       | 1.50 | 270.000 | 405.00
 | 
| TACK COAT                                                                                                                | GAL  | 270.000 | 405.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0060                                       9111.00       | 15.00 | 3.000 | 45.00
 | 
| WATER                                                                                                                    | MGAL | 3.000 | 45.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0061                                       9170.00       | 350.00 | 10.150 | 3,552.50
 | 
| EARTH SHOULDER CONSTRUCTION                                                                                              | STA  | 10.150 | 3,552.50
 | 
|                                                                                                                          |  | 7.620 | 2,667.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0062                                       9188.50       | 37.50 | 287.000 | 10,762.50
 | 
| SURFACING UNDER GUARDRAIL                                                                                                | SY   | 287.000 | 10,762.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 9 BITUMINOUS |  | Contracted | 98,124.68
 | 
 |  | Current | 98,124.68
 | 
 |  | In place | 16,086.28
 | 
 |  | This Estimate | 10,800.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  |  | 
 | 
| 0063                                       0001.08       | 0.50 | 1,672.000 | 836.00
 | 
| BARRICADE, TYPE II                                                                                                       | BDAY | 1,672.000 | 836.00
 | 
|                                                                                                                          |  | 1,012.000 | 506.00
 | 
 |  | 130.000 | 65.00
 | 
  |  |  | 
 | 
| 0064                                       0001.10       | 1.30 | 2,090.000 | 2,717.00
 | 
| BARRICADE, TYPE III                                                                                                      | BDAY | 2,090.000 | 2,717.00
 | 
|                                                                                                                          |  | 644.000 | 837.20
 | 
 |  | 106.000 | 137.80
 | 
  |  |  | 
 | 
| 0065                                       0001.30       | 0.95 | 627.000 | 595.65
 | 
| TYPE B HIGH INTENSITY WARNING LIGHT                                                                                      | LDAY | 627.000 | 595.65
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0066                                       0001.90       | 0.60 | 7,524.000 | 4,514.40
 | 
| SIGN DAY                                                                                                                 | EACH | 7,524.000 | 4,514.40
 | 
|                                                                                                                          |  | 3,896.000 | 2,337.60
 | 
 |  | 514.000 | 308.40
 | 
  |  |  | 
 | 
| 0067                                       0002.30       | 0.60 | 1,000.000 | 600.00
 | 
| PAVEMENT MARKING REMOVAL                                                                                                 | LF   | 1,000.000 | 600.00
 | 
|                                                                                                                          |  | 400.000 | 240.00
 | 
 |  | 400.000 | 240.00
 | 
  |  |  | 
 | 
| 0068                                       0002.31       | 0.30 | 1,200.000 | 360.00
 | 
| TEMPORARY PAVEMENT MARKING                                                                                               | LF   | 1,200.000 | 360.00
 | 
|                                                                                                                          |  | 3,580.000 | 1,074.00
 | 
 |  | 500.000 | 150.00
 | 
  |  |  | 
 | 
| 0070                                       0002.47       | 1.50 | 800.000 | 1,200.00
 | 
| TEMPORARY PAVEMENT MARKING SURFACE PREPARATION                                                                           | LF   | 800.000 | 1,200.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0071                                       0003.10       | 185.00 | 10.000 | 1,850.00
 | 
| FLAGGING                                                                                                                 | DAY  | 10.000 | 1,850.00
 | 
|                                                                                                                          |  | 3.000 | 555.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0072                                       0003.51       | 15.00 | 190.000 | 2,850.00
 | 
| INSTALL CONCRETE PROTECTION BARRIER                                                                                      | LF   | 190.000 | 2,850.00
 | 
|                                                                                                                          |  | 770.000 | 11,550.00
 | 
 |  | 190.000 | 2,850.00
 | 
  |  |  | 
 | 
| 0073                                       0003.56       | 4.00 | 890.000 | 3,560.00
 | 
| RELOCATE CONCRETE PROTECTION BARRIER                                                                                     | LF   | 890.000 | 3,560.00
 | 
|                                                                                                                          |  | 580.000 | 2,320.00
 | 
 |  | 580.000 | 2,320.00
 | 
  |  |  | 
 | 
| 0074                                       0003.70       | 375.00 | 4.000 | 1,500.00
 | 
| TEMPORARY RUMBLE STRIP                                                                                                   | EACH | 4.000 | 1,500.00
 | 
|                                                                                                                          |  | 4.000 | 1,500.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0075                                       0003.75       | 10,500.00 | 1.000 | 10,500.00
 | 
| TEMPORARY TRAFFIC SIGNAL                                                                                                 | EACH | 1.000 | 10,500.00
 | 
|                                                                                                                          |  | 1.000 | 10,500.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0076                                       0010.04       | 2,000.00 | 1.000 | 2,000.00
 | 
| FIELD OFFICE                                                                                                             | EACH | 1.000 | 2,000.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0077                                       0030.00       | 1,846.28 | 1.000 | 1,846.28
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 1,846.28
 | 
|                                                                                                                          |  | 1.000 | 1,846.28
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  | Contracted | 34,929.33
 | 
 |  | Current | 34,929.33
 | 
 |  | In place | 33,266.08
 | 
 |  | This Estimate | 6,071.20
 | 
  |  |  | 
 | 
| GROUP 1 GRADING |  |  | 
 | 
| 0001                                       L020.00       | 2.25 | 1,539.000 | 3,462.75
 | 
| EROSION CONTROL                                                                                                          | SY   | 1,539.000 | 3,462.75
 | 
|                                                                                                                          |  | 1,400.000 | 3,150.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0003                                       0030.10       | 52.98 | 1.000 | 52.98
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 52.98
 | 
|                                                                                                                          |  | 1.000 | 52.98
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0005                                       1009.01       | 1,000.00 | 1.000 | 1,000.00
 | 
| GENERAL CLEARING AND GRUBBING                                                                                            | LS   | 1.000 | 1,000.00
 | 
| FOR PROJECT STPP-136-5(108)                                                                                              |  | 1.000 | 1,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0009                                       1033.00       | 1,300.00 | 2.780 | 3,614.00
 | 
| ROADWAY GRADING                                                                                                          | STA  | 2.780 | 3,614.00
 | 
|                                                                                                                          |  | 2.780 | 3,614.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0011                                       7017.00       | 2.00 | 350.000 | 700.00
 | 
| REMOVE GUARDRAIL                                                                                                         | LF   | 350.000 | 700.00
 | 
|                                                                                                                          |  | 350.000 | 700.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 1 GRADING |  | Contracted | 8,829.73
 | 
 |  | Current | 8,829.73
 | 
 |  | In place | 8,516.98
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 6A BRIDGE AT STA. 155+41 |  |  | 
 | 
| 0039                                       0030.60       | 4,000.00 | 1.000 | 4,000.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 4,000.00
 | 
|                                                                                                                          |  | 1.000 | 4,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0040                                       6010.26       | 600.00 | 22.500 | 13,500.00
 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE                                                                                      | CY   | 22.500 | 13,500.00
 | 
|                                                                                                                          |  | 22.500 | 13,500.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0041                                       6020.00       | 1.00 | 2,385.000 | 2,385.00
 | 
| REINFORCING STEEL FOR BRIDGE                                                                                             | LB   | 2,385.000 | 2,385.00
 | 
|                                                                                                                          |  | 2,385.000 | 2,385.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0042                                       6030.00       | 15,000.00 | 1.000 | 15,000.00
 | 
| PREPARATION OF BRIDGE                                                                                                    | EACH | 1.000 | 15,000.00
 | 
| AT STA. 155+41                                                                                                           |  | 1.000 | 15,000.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 6A BRIDGE AT STA. 155+41 |  | Contracted | 34,885.00
 | 
 |  | Current | 34,885.00
 | 
 |  | In place | 34,885.00
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  |  | 
 | 
| 0043                                       0030.70       | 1,080.00 | 1.000 | 1,080.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 1,080.00
 | 
|                                                                                                                          |  | 1.000 | 1,080.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0044                                       7011.20       | 12.04 | 87.500 | 1,053.50
 | 
| W-BEAM GUARDRAIL                                                                                                         | LF   | 87.500 | 1,053.50
 | 
|                                                                                                                          |  | 87.500 | 1,053.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0045                                       7020.00       | 1,030.50 | 4.000 | 4,122.00
 | 
| BRIDGE APPROACH SECTIONS                                                                                                 | EACH | 4.000 | 4,122.00
 | 
|                                                                                                                          |  | 4.000 | 4,122.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0046                                       7024.27       | 1,532.00 | 4.000 | 6,128.00
 | 
| GUARDRAIL END TREATMENT, TYPE II                                                                                         | EACH | 4.000 | 6,128.00
 | 
|                                                                                                                          |  | 4.000 | 6,128.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  | Contracted | 12,383.50
 | 
 |  | Current | 12,383.50
 | 
 |  | In place | 12,383.50
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 9 BITUMINOUS |  |  | 
 | 
| 0049                                       0030.90       | 1,779.90 | 1.000 | 1,779.90
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 1,779.90
 | 
|                                                                                                                          |  | 1.000 | 1,779.90
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0052                                       7502.04       | 4.00 | 300.000 | 1,200.00
 | 
| 4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4                                                                              | LF   | 300.000 | 1,200.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0062                                       9188.50       | 37.50 | 213.000 | 7,987.50
 | 
| SURFACING UNDER GUARDRAIL                                                                                                | SY   | 213.000 | 7,987.50
 | 
|                                                                                                                          |  | 213.000 | 7,987.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 9 BITUMINOUS |  | Contracted | 10,967.40
 | 
 |  | Current | 10,967.40
 | 
 |  | In place | 9,767.40
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  |  | 
 | 
| 0063                                       0001.08       | 0.50 | 376.000 | 188.00
 | 
| BARRICADE, TYPE II                                                                                                       | BDAY | 376.000 | 188.00
 | 
|                                                                                                                          |  | 370.000 | 185.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0064                                       0001.10       | 1.30 | 282.000 | 366.60
 | 
| BARRICADE, TYPE III                                                                                                      | BDAY | 282.000 | 366.60
 | 
|                                                                                                                          |  | 422.000 | 548.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0065                                       0001.30       | 0.95 | 94.000 | 89.30
 | 
| TYPE B HIGH INTENSITY WARNING LIGHT                                                                                      | LDAY | 94.000 | 89.30
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0066                                       0001.90       | 0.60 | 1,598.000 | 958.80
 | 
| SIGN DAY                                                                                                                 | EACH | 1,598.000 | 958.80
 | 
|                                                                                                                          |  | 1,398.000 | 838.80
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0067                                       0002.30       | 0.60 | 500.000 | 300.00
 | 
| PAVEMENT MARKING REMOVAL                                                                                                 | LF   | 500.000 | 300.00
 | 
|                                                                                                                          |  | 500.000 | 300.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0069                                       0002.39       | 1.00 | 1,500.000 | 1,500.00
 | 
| TEMPORARY PAVEMENT MARKING, TYPE II                                                                                      | LF   | 1,500.000 | 1,500.00
 | 
|                                                                                                                          |  | 1,986.000 | 1,986.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0071                                       0003.10       | 185.00 | 5.000 | 925.00
 | 
| FLAGGING                                                                                                                 | DAY  | 5.000 | 925.00
 | 
|                                                                                                                          |  | 2.000 | 370.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0072                                       0003.51       | 15.00 | 350.000 | 5,250.00
 | 
| INSTALL CONCRETE PROTECTION BARRIER                                                                                      | LF   | 350.000 | 5,250.00
 | 
|                                                                                                                          |  | 290.000 | 4,350.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0073                                       0003.56       | 4.00 | 350.000 | 1,400.00
 | 
| RELOCATE CONCRETE PROTECTION BARRIER                                                                                     | LF   | 350.000 | 1,400.00
 | 
|                                                                                                                          |  | 290.000 | 1,160.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0074                                       0003.70       | 375.00 | 4.000 | 1,500.00
 | 
| TEMPORARY RUMBLE STRIP                                                                                                   | EACH | 4.000 | 1,500.00
 | 
|                                                                                                                          |  | 4.000 | 1,500.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0075                                       0003.75       | 10,500.00 | 1.000 | 10,500.00
 | 
| TEMPORARY TRAFFIC SIGNAL                                                                                                 | EACH | 1.000 | 10,500.00
 | 
|                                                                                                                          |  | 1.000 | 10,500.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0077                                       0030.00       | 1,253.72 | 1.000 | 1,253.72
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 1,253.72
 | 
|                                                                                                                          |  | 1.000 | 1,253.72
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  | Contracted | 24,231.42
 | 
 |  | Current | 24,231.42
 | 
 |  | In place | 22,992.12
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| Totals for contract |  | Contracted | 1,094,967.63
 | 
|---|
 |  | Current | 1,096,862.54
 | 
|---|
 |  | In place | 542,351.55
 | 
|---|
 |  | This Estimate | 32,986.29
 | 
|---|