|  | Detailed breakdown of stockpiled materials |  | 
 | 
|---|
| Est Nbr: | 0004 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0029 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Initial Payment | 8,811.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joints |  | 
 | 
| 0045 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Initial Payment | 8,811.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joints |  | 
 | 
| 0048 | 6080.00       | STRUCTURAL STEEL FOR SUBSTRUCTURE |  | 
 | 
 |  | S.P. Initial Payment | 1,009.65 | 3-9-C     
 | 
 |  | Structural Steel for Substructure |  | 
 | 
 |  | Total for estimate 0004: | 18,631.65 | 
 | 
| Est Nbr: | 0006 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0029 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Closure | -8,811.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joints |  | 
 | 
| 0045 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Closure | -8,811.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joints |  | 
 | 
 |  | Total for estimate 0006: | -17,622.00 | 
 | 
| Est Nbr: | 0029 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0048 | 6080.00       | STRUCTURAL STEEL FOR SUBSTRUCTURE |  | 
 | 
 |  | S.P. Adjustment | -283.41 | 3-9-C     
 | 
 |  | Structural Steel for Substructure |  | 
 | 
 |  | Total for estimate 0029: | -283.41 | 
 | 
| Est Nbr: | 0031 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0048 | 6080.00       | STRUCTURAL STEEL FOR SUBSTRUCTURE |  | 
 | 
 |  | S.P. Adjustment | -283.41 | 3-9-C     
 | 
 |  | Structural Steel for Substructure |  | 
 | 
 |  | Total for estimate 0031: | -283.41 | 
 | 
| Est Nbr: | 0033 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0048 | 6080.00       | STRUCTURAL STEEL FOR SUBSTRUCTURE |  | 
 | 
 |  | S.P. Adjustment | -442.83 | 3-9-C     
 | 
 |  | Structural Steel for Substructure |  | 
 | 
 |  | Total for estimate 0033: | -442.83 | 
 | 
| Est Nbr: | 0004 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Initial Payment | 8,811.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joints |  | 
 | 
| 0096 | 6080.00       | STRUCTURAL STEEL FOR SUBSTRUCTURE |  | 
 | 
 |  | S.P. Initial Payment | 3,392.17 | 3-9-C     
 | 
 |  | Structural Steel for Substructure |  | 
 | 
 |  | Total for estimate 0004: | 12,203.17 | 
 | 
| Est Nbr: | 0006 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Initial Payment | 8,811.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
| 0071 | 6011.11       | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE |  | 
 | 
 |  | S.P. Initial Payment | 35,394.54 | 21 25805  
 | 
 |  | Precast/Prestressed Concrete Girders |  | 
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Closure | -8,811.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joints |  | 
 | 
 |  | S.P. Initial Payment | 8,811.00 | 3-9-C     
 | 
 |  | Galvinizes Steel Expansion Joint |  | 
 | 
 |  | S.P. Initial Payment | 8,811.00 | 3-9-C     
 | 
 |  | Galvinizes Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0006: | 53,016.54 | 
 | 
| Est Nbr: | 0007 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Closure | -8,811.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | S.P. Closure | 0.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | S.P. Initial Payment | 8,811.00 | 3-9-C     
 | 
 |  | Galvanized Steel Expansion Joint |  | 
 | 
| 0071 | 6011.11       | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE |  | 
 | 
 |  | S.P. Closure | -35,394.54 | 21 25805  
 | 
 |  | Precast/Prestressed Concrete Girders |  | 
 | 
 |  | S.P. Closure | 0.00 | 21 25805  
 | 
 |  | Precast/Prestressed Concrete Girders |  | 
 | 
 |  | S.P. Initial Payment | 35,394.54 | 21 25805  
 | 
 |  | Precast/Prestressed Concrete Girders |  | 
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Closure | -8,811.00 | 3-9-C     
 | 
 |  | Galvinizes Steel Expansion Joint |  | 
 | 
 |  | S.P. Closure | -8,811.00 | 3-9-C     
 | 
 |  | Galvinizes Steel Expansion Joint |  | 
 | 
 |  | S.P. Initial Payment | 17,622.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0007: | 0.00 | 
 | 
| Est Nbr: | 0008 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0071 | 6011.11       | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE |  | 
 | 
 |  | S.P. Adjustment | -35,365.04 | 21 25805  
 | 
 |  | Precast/Prestressed Concrete Girders |  | 
 | 
 |  | S.P. Initial Payment | 29,495.45 | 95752752  
 | 
 |  | Precast/Prestressed Concrete Girders |  | 
 | 
| 0094 | 6011.11       | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE |  | 
 | 
 |  | S.P. Initial Payment | 24,842.52 | 95752752  
 | 
 |  | Precast/Prestressed Concrete Girders (NU) |  | 
 | 
 |  | Total for estimate 0008: | 18,972.93 | 
 | 
| Est Nbr: | 0011 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -484.69 | 3-9-C     
 | 
 |  | Galvanized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0011: | -484.69 | 
 | 
| Est Nbr: | 0013 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -2,327.95 | 3-9-C     
 | 
 |  | Galvanized Steel Expansion Joint |  | 
 | 
| 0071 | 6011.11       | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE |  | 
 | 
 |  | S.P. Adjustment | -29.50 | 21 25805  
 | 
 |  | Precast/Prestressed Concrete Girders |  | 
 | 
 |  | S.P. Adjustment | -29,495.45 | 95752752  
 | 
 |  | Precast/Prestressed Concrete Girders |  | 
 | 
 |  | Total for estimate 0013: | -31,852.90 | 
 | 
| Est Nbr: | 0014 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -542.76 | 3-9-C     
 | 
 |  | Galvanized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0014: | -542.76 | 
 | 
| Est Nbr: | 0015 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -2,295.09 | 3-9-C     
 | 
 |  | Galvanized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0015: | -2,295.09 | 
 | 
| Est Nbr: | 0016 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -2,700.75 | 3-9-C     
 | 
 |  | Galvanized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0016: | -2,700.75 | 
 | 
| Est Nbr: | 0017 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -325.21 | 3-9-C     
 | 
 |  | Galvanized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0017: | -325.21 | 
 | 
| Est Nbr: | 0020 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -132.17 | 3-9-C     
 | 
 |  | Galvanized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0020: | -132.17 | 
 | 
| Est Nbr: | 0025 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0070 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Closure | -2.38 | 3-9-C     
 | 
 |  | Galvanized Steel Expansion Joint |  | 
 | 
 |  | S.P. Closure | 0.00 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint (Corr - Close) |  | 
 | 
| 0094 | 6011.11       | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE |  | 
 | 
 |  | S.P. Closure | -24,842.52 | 95752752  
 | 
 |  | Precast/Prestressed Concrete Girders (NU) |  | 
 | 
 |  | Total for estimate 0025: | -24,844.90 | 
 | 
| Est Nbr: | 0027 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0096 | 6080.00       | STRUCTURAL STEEL FOR SUBSTRUCTURE |  | 
 | 
 |  | S.P. Adjustment | -2,010.97 | 3-9-C     
 | 
 |  | Structural Steel for Substructure |  | 
 | 
 |  | Total for estimate 0027: | -2,010.97 | 
 | 
| Est Nbr: | 0029 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0096 | 6080.00       | STRUCTURAL STEEL FOR SUBSTRUCTURE |  | 
 | 
 |  | S.P. Adjustment | -629.25 | 3-9-C     
 | 
 |  | Structural Steel for Substructure |  | 
 | 
 |  | Total for estimate 0029: | -629.25 | 
 | 
| Est Nbr: | 0030 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0096 | 6080.00       | STRUCTURAL STEEL FOR SUBSTRUCTURE |  | 
 | 
 |  | S.P. Adjustment | -751.46 | 3-9-C     
 | 
 |  | Structural Steel for Substructure |  | 
 | 
 |  | Total for estimate 0030: | -751.46 | 
 | 
| Est Nbr: | 0033 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -504.96 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0033: | -504.96 | 
 | 
| Est Nbr: | 0035 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -212.43 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0035: | -212.43 | 
 | 
| Est Nbr: | 0036 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -4,256.07 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0036: | -4,256.07 | 
 | 
| Est Nbr: | 0037 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -529.28 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
| 0096 | 6080.00       | STRUCTURAL STEEL FOR SUBSTRUCTURE |  | 
 | 
 |  | S.P. Adjustment | -0.50 | 3-9-C     
 | 
 |  | Structural Steel for Substructure |  | 
 | 
 |  | Total for estimate 0037: | -529.78 | 
 | 
| Est Nbr: | 0038 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -2,807.45 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0038: | -2,807.45 | 
 | 
| Est Nbr: | 0039 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -576.42 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0039: | -576.42 | 
 | 
| Est Nbr: | 0043 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -258.87 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0043: | -258.87 | 
 | 
| Est Nbr: | 0045 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -2,626.21 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0045: | -2,626.21 | 
 | 
| Est Nbr: | 0046 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -4,955.66 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0046: | -4,955.66 | 
 | 
| Est Nbr: | 0049 |  |  | 
 | 
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
 | 
| 0093 | 6010.26       | CLASS 47BD-4000 CONCRETE FOR BRIDGE |  | 
 | 
 |  | S.P. Adjustment | -907.53 | 3-9-C     
 | 
 |  | Galvinized Steel Expansion Joint |  | 
 | 
 |  | Total for estimate 0049: | -907.53 | 
 | 
 |  | Total remaining for contract: | -12.89 | 
 | 
|---|
 |  |  | 1. Contracted
 | 
|---|
 |  |  | 2. Current
 | 
|---|
 |  |  | 3. To date
 | 
|---|
| Item Nbr            Item Code | Unit Price |  | 4. This Est
 | 
|---|
| Item Description | Units | Qty | Amount
 | 
|---|
| GROUP 3 CONCRETE PAVEMENT |  |  | 
 | 
| 0001                                       L020.00       | 1.56 | 2,366.000 | 3,690.96
 | 
| EROSION CONTROL                                                                                                          | SY   | 2,366.000 | 3,690.96
 | 
|                                                                                                                          |  | 24,267.000 | 37,856.52
 | 
 |  | 210.000 | 327.60
 | 
  |  |  | 
 | 
| 0002                                       0002.30       | 0.28 | 10,350.000 | 2,898.00
 | 
| PAVEMENT MARKING REMOVAL                                                                                                 | LF   | 10,350.000 | 2,898.00
 | 
|                                                                                                                          |  | 3,542.000 | 991.76
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0003                                       0002.39       | 1.12 | 23,400.000 | 26,208.00
 | 
| TEMPORARY PAVEMENT MARKING, TYPE II                                                                                      | LF   | 23,400.000 | 26,208.00
 | 
|                                                                                                                          |  | 20,415.000 | 22,864.80
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0004                                       0030.30       | 5,286.35 | 1.000 | 5,286.35
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 5,286.35
 | 
|                                                                                                                          |  | 1.000 | 5,286.35
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0005                                       1030.00       | 8.96 | 1,148.000 | 10,286.08
 | 
| EARTHWORK MEASURED IN EMBANKMENT                                                                                         | CY   | 1,109.000 | 9,936.64
 | 
|                                                                                                                          |  | 1,108.690 | 9,933.86
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0006                                       1041.00       | 6.42 | 2,366.000 | 15,189.72
 | 
| SALVAGING AND PLACING TOPSOIL                                                                                            | SY   | 2,366.000 | 15,189.72
 | 
|                                                                                                                          |  | 2,315.076 | 14,862.79
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0007                                       1101.00       | 6.17 | 968.000 | 5,972.56
 | 
| REMOVE PAVEMENT                                                                                                          | SY   | 968.000 | 5,972.56
 | 
|                                                                                                                          |  | 2,136.596 | 13,182.80
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0009                                       3008.05       | 14.51 | 116.000 | 1,683.16
 | 
| TIE BARS                                                                                                                 | EACH | 116.000 | 1,683.16
 | 
|                                                                                                                          |  | 219.000 | 3,177.69
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0010                                       3075.71       | 47.28 | 570.000 | 26,949.60
 | 
| 12" CONCRETE PAVEMENT, CLASS 47B-3625                                                                                    | SY   | 570.000 | 26,949.60
 | 
|                                                                                                                          |  | 712.500 | 33,686.99
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0012                                       7017.00       | 3.02 | 1,160.000 | 3,503.20
 | 
| REMOVE GUARDRAIL                                                                                                         | LF   | 1,160.000 | 3,503.20
 | 
|                                                                                                                          |  | 1,160.000 | 3,503.20
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0013                                       7151.00       | 8.46 | 192.000 | 1,624.32
 | 
| REMOVE AND RESET FENCE                                                                                                   | LF   | 0.000 | 0.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0014                                       7502.14       | 2.97 | 1,900.000 | 5,643.00
 | 
| 4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED                                                                     | LF   | 1,900.000 | 5,643.00
 | 
|                                                                                                                          |  | 3,192.000 | 9,480.24
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0015                                       7503.14       | 2.97 | 1,520.000 | 4,514.40
 | 
| 4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED                                                                    | LF   | 1,520.000 | 4,514.40
 | 
|                                                                                                                          |  | 1,083.000 | 3,216.51
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0016                                       8029.75       | 7.42 | 570.000 | 4,229.40
 | 
| BITUMINOUS FOUNDATION COURSE                                                                                             | SY   | 570.000 | 4,229.40
 | 
|                                                                                                                          |  | 1,751.713 | 12,997.71
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0017                                       9173.20       | 4.08 | 570.000 | 2,325.60
 | 
| SUBGRADE PREPARATION                                                                                                     | SY   | 570.000 | 2,325.60
 | 
|                                                                                                                          |  | 1,751.713 | 7,146.99
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0018                                       9188.50       | 28.32 | 736.000 | 20,843.52
 | 
| SURFACING UNDER GUARDRAIL                                                                                                | SY   | 736.000 | 20,843.52
 | 
|                                                                                                                          |  | 606.053 | 17,163.41
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4011                                       7103.00       | 210.00 | 0.000 | 0.00
 | 
| END POSTS                                                                                                                | EACH | 8.000 | 1,680.00
 | 
|                                                                                                                          |  | 8.000 | 1,680.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4012                                       7100.00       | 4.41 | 0.000 | 0.00
 | 
| RIGHT-OF-WAY FENCE                                                                                                       | LF   | 403.000 | 1,777.23
 | 
|                                                                                                                          |  | 403.000 | 1,777.23
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4013                                       7106.00       | 288.75 | 0.000 | 0.00
 | 
| 12 FOOT GATE                                                                                                             | EACH | 4.000 | 1,155.00
 | 
|                                                                                                                          |  | 4.000 | 1,155.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4014                                       1111.00       | 0.26 | 0.000 | 0.00
 | 
| REMOVING FENCE                                                                                                           | LF   | 459.000 | 119.34
 | 
|                                                                                                                          |  | 459.000 | 119.34
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4019                                       3075.71       | 58.80 | 0.000 | 0.00
 | 
| 12" CONCRETE PAVEMENT, CLASS 47B-3625                                                                                    | SY   | 1,039.213 | 61,105.72
 | 
| (Additional)                                                                                                             |  | 1,039.213 | 61,105.72
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 3 CONCRETE PAVEMENT |  | Contracted | 140,847.87
 | 
 |  | Current | 204,711.40
 | 
 |  | In place | 261,188.91
 | 
 |  | This Estimate | 327.60
 | 
  |  |  | 
 | 
| GROUP 6 BRIDGE AT STA. 437+95 |  |  | 
 | 
| 0019                                       0030.60       | 36,848.00 | 1.000 | 36,848.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 36,848.00
 | 
|                                                                                                                          |  | 1.000 | 36,848.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0020                                       3050.15       | 243.95 | 208.300 | 50,814.79
 | 
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000                                                                         | CY   | 208.300 | 50,814.79
 | 
|                                                                                                                          |  | 208.300 | 50,814.79
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0021                                       3051.10       | 0.72 | 21,518.000 | 15,492.96
 | 
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES                                                                   | LB   | 20,831.000 | 14,998.32
 | 
|                                                                                                                          |  | 20,831.000 | 14,998.32
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0022                                       6000.10       | 7,840.00 | 1.000 | 7,840.00
 | 
| ABUTMENT NO.1 EXCAVATION                                                                                                 | LS   | 1.000 | 7,840.00
 | 
|                                                                                                                          |  | 1.000 | 7,840.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0023                                       6000.11       | 7,840.00 | 1.000 | 7,840.00
 | 
| ABUTMENT NO.2 EXCAVATION                                                                                                 | LS   | 1.000 | 7,840.00
 | 
|                                                                                                                          |  | 1.000 | 7,840.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0024                                       6000.60       | 11,312.00 | 1.000 | 11,312.00
 | 
| PIER NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 11,312.00
 | 
|                                                                                                                          |  | 1.000 | 11,312.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0025                                       6001.50       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0026                                       6001.51       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.2 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0027                                       6005.35       | 57.23 | 125.400 | 7,176.64
 | 
| PRECOMPRESSED POLYURETHANE FOAM JOINT                                                                                    | LF   | 125.400 | 7,176.64
 | 
|                                                                                                                          |  | 129.400 | 7,405.56
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0028                                       6010.22       | 375.67 | 159.800 | 60,032.07
 | 
| CLASS 47B-3000 CONCRETE FOR BRIDGE                                                                                       | CY   | 162.300 | 60,971.24
 | 
|                                                                                                                          |  | 162.300 | 60,971.25
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0029                                       6010.26       | 331.52 | 407.300 | 135,028.10
 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE                                                                                      | CY   | 407.300 | 135,028.10
 | 
|                                                                                                                          |  | 407.300 | 135,028.10
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0030                                       6011.11       | 39,905.60 | 1.000 | 39,905.60
 | 
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE                                                                              | LS   | 1.000 | 39,905.60
 | 
| AT STA. 437+95 LT.                                                                                                       |  | 1.000 | 39,905.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0031                                       6030.00       | 147,367.36 | 1.000 | 147,367.36
 | 
| PREPARATION OF BRIDGE                                                                                                    | EACH | 1.000 | 147,367.36
 | 
| AT STA. 437+95 LT.                                                                                                       |  | 1.000 | 147,367.36
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0032                                       6131.50       | 0.65 | 78,526.000 | 51,041.90
 | 
| EPOXY COATED REINFORCING STEEL                                                                                           | LB   | 82,713.201 | 53,763.58
 | 
|                                                                                                                          |  | 82,713.201 | 53,763.59
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0033                                       6200.00       | 33.60 | 310.000 | 10,416.00
 | 
| CONCRETE PILING                                                                                                          | LF   | 310.000 | 10,416.00
 | 
|                                                                                                                          |  | 304.280 | 10,223.81
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0034                                       8091.00       | 18.52 | 130.000 | 2,407.60
 | 
| GRANULAR BACKFILL                                                                                                        | CY   | 130.000 | 2,407.60
 | 
|                                                                                                                          |  | 130.000 | 2,407.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4004                                       6618.00       | 625.60 | 0.000 | 0.00
 | 
| GIRDER SEAT REPAIR                                                                                                       | EACH | 10.000 | 6,256.00
 | 
| Clean Bearing Plates & Girder Seats & Patch Abutments                                                                    |  | 10.000 | 6,256.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4022                                       3900.20       | 325.22 | 0.000 | 0.00
 | 
| ADDITIONAL COST                                                                                                          | LS   | 1.000 | 325.22
 | 
| [Formwork]                                                                                                               |  | 1.000 | 325.22
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4023                                       3900.27       | 476.19 | 0.000 | 0.00
 | 
| ADDITIONAL COST                                                                                                          | EACH | 2.000 | 952.38
 | 
| (Special Control Joint for Bridge Deck)                                                                                  |  | 2.000 | 952.38
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 6 BRIDGE AT STA. 437+95 |  | Contracted | 594,723.01
 | 
 |  | Current | 605,422.82
 | 
 |  | In place | 605,459.58
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 6A BRIDGE AT STA. 437+95 |  |  | 
 | 
| 0035                                       0030.60       | 36,848.00 | 1.000 | 36,848.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 36,848.00
 | 
|                                                                                                                          |  | 1.000 | 36,848.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0036                                       3050.15       | 243.95 | 208.300 | 50,814.79
 | 
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000                                                                         | CY   | 208.300 | 50,814.79
 | 
|                                                                                                                          |  | 208.300 | 50,814.79
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0037                                       3051.10       | 0.72 | 21,518.000 | 15,492.96
 | 
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES                                                                   | LB   | 20,831.000 | 14,998.32
 | 
|                                                                                                                          |  | 20,831.000 | 14,998.32
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0038                                       6000.10       | 7,840.00 | 1.000 | 7,840.00
 | 
| ABUTMENT NO.1 EXCAVATION                                                                                                 | LS   | 1.000 | 7,840.00
 | 
|                                                                                                                          |  | 1.000 | 7,840.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0039                                       6000.11       | 7,840.00 | 1.000 | 7,840.00
 | 
| ABUTMENT NO.2 EXCAVATION                                                                                                 | LS   | 1.000 | 7,840.00
 | 
|                                                                                                                          |  | 1.000 | 7,840.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0040                                       6000.60       | 11,312.00 | 1.000 | 11,312.00
 | 
| PIER NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 11,312.00
 | 
|                                                                                                                          |  | 1.000 | 11,312.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0041                                       6001.50       | 8,960.00 | 1.000 | 8,960.00
 | 
| BENT NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 8,960.00
 | 
|                                                                                                                          |  | 1.000 | 8,960.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0042                                       6001.51       | 8,960.00 | 1.000 | 8,960.00
 | 
| BENT NO.2 EXCAVATION                                                                                                     | LS   | 1.000 | 8,960.00
 | 
|                                                                                                                          |  | 1.000 | 8,960.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0043                                       6005.35       | 57.23 | 125.400 | 7,176.64
 | 
| PRECOMPRESSED POLYURETHANE FOAM JOINT                                                                                    | LF   | 125.400 | 7,176.64
 | 
|                                                                                                                          |  | 129.400 | 7,405.56
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0044                                       6010.22       | 375.67 | 159.800 | 60,032.07
 | 
| CLASS 47B-3000 CONCRETE FOR BRIDGE                                                                                       | CY   | 159.800 | 60,032.07
 | 
|                                                                                                                          |  | 159.800 | 60,032.09
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0045                                       6010.26       | 331.52 | 407.300 | 135,028.10
 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE                                                                                      | CY   | 407.300 | 135,028.10
 | 
|                                                                                                                          |  | 407.300 | 135,028.09
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0046                                       6011.11       | 39,905.60 | 1.000 | 39,905.60
 | 
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE                                                                              | LS   | 1.000 | 39,905.60
 | 
| AT STA. 437+95 RT.                                                                                                       |  | 1.000 | 39,905.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0047                                       6030.00       | 147,367.36 | 1.000 | 147,367.36
 | 
| PREPARATION OF BRIDGE                                                                                                    | EACH | 1.000 | 147,367.36
 | 
| AT STA. 437+95 RT.                                                                                                       |  | 1.000 | 147,367.37
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0048                                       6080.00       | 2.39 | 795.000 | 1,900.05
 | 
| STRUCTURAL STEEL FOR SUBSTRUCTURE                                                                                        | LB   | 795.000 | 1,900.05
 | 
|                                                                                                                          |  | 795.000 | 1,900.05
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0049                                       6131.50       | 0.65 | 77,803.000 | 50,571.95
 | 
| EPOXY COATED REINFORCING STEEL                                                                                           | LB   | 82,713.201 | 53,763.58
 | 
|                                                                                                                          |  | 82,713.201 | 53,763.59
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0050                                       6200.00       | 33.60 | 310.000 | 10,416.00
 | 
| CONCRETE PILING                                                                                                          | LF   | 310.000 | 10,416.00
 | 
|                                                                                                                          |  | 306.400 | 10,295.04
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0051                                       8091.00       | 18.52 | 130.000 | 2,407.60
 | 
| GRANULAR BACKFILL                                                                                                        | CY   | 130.000 | 2,407.60
 | 
|                                                                                                                          |  | 130.000 | 2,407.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4007                                       6618.00       | 625.60 | 0.000 | 0.00
 | 
| GIRDER SEAT REPAIR                                                                                                       | EACH | 10.000 | 6,256.00
 | 
| Clean Bearing Plates & Girder Seats  & Patch Abutments                                                                   |  | 10.000 | 6,256.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4025                                       3900.27       | 340.70 | 0.000 | 0.00
 | 
| ADDITIONAL COST                                                                                                          | EACH | 2.000 | 681.40
 | 
| (Special Control Joint for Bridge Deck)                                                                                  |  | 2.000 | 681.40
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 6A BRIDGE AT STA. 437+95 |  | Contracted | 602,873.11
 | 
 |  | Current | 612,507.50
 | 
 |  | In place | 612,615.50
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  |  | 
 | 
| 0100                                       0030.70       | 420.00 | 1.000 | 420.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 420.00
 | 
|                                                                                                                          |  | 1.000 | 420.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0101                                       7011.20       | 16.28 | 918.400 | 14,951.55
 | 
| W-BEAM GUARDRAIL                                                                                                         | LF   | 918.400 | 14,951.55
 | 
|                                                                                                                          |  | 918.400 | 14,951.56
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0102                                       7020.00       | 1,174.95 | 4.000 | 4,699.80
 | 
| BRIDGE APPROACH SECTIONS                                                                                                 | EACH | 4.000 | 4,699.80
 | 
|                                                                                                                          |  | 4.000 | 4,699.80
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0103                                       7024.25       | 2,089.50 | 2.000 | 4,179.00
 | 
| GUARDRAIL END TREATMENT, TYPE I                                                                                          | EACH | 2.000 | 4,179.00
 | 
|                                                                                                                          |  | 2.000 | 4,179.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0104                                       7026.05       | 405.30 | 2.000 | 810.60
 | 
| W-THRIE BEAM TRANSITION SECTION                                                                                          | EACH | 2.000 | 810.60
 | 
|                                                                                                                          |  | 2.000 | 810.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  | Contracted | 25,060.95
 | 
 |  | Current | 25,060.95
 | 
 |  | In place | 25,060.96
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  |  | 
 | 
| 0106                                       0001.08       | 0.50 | 7,112.000 | 3,556.00
 | 
| BARRICADE, TYPE II                                                                                                       | BDAY | 7,112.000 | 3,556.00
 | 
|                                                                                                                          |  | 23,367.000 | 11,683.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0107                                       0001.10       | 3.15 | 517.000 | 1,628.55
 | 
| BARRICADE, TYPE III                                                                                                      | BDAY | 517.000 | 1,628.55
 | 
|                                                                                                                          |  | 1,413.000 | 4,450.95
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0108                                       0001.30       | 3.15 | 399.000 | 1,256.85
 | 
| TYPE B HIGH INTENSITY WARNING LIGHT                                                                                      | LDAY | 399.000 | 1,256.85
 | 
|                                                                                                                          |  | 280.000 | 882.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0109                                       0001.90       | 0.53 | 4,339.000 | 2,299.67
 | 
| SIGN DAY                                                                                                                 | EACH | 4,339.000 | 2,299.67
 | 
|                                                                                                                          |  | 6,140.000 | 3,254.20
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0110                                       0002.97       | 36.75 | 120.000 | 4,410.00
 | 
| FLASHING ARROW PANEL                                                                                                     | DAY  | 120.000 | 4,410.00
 | 
|                                                                                                                          |  | 203.000 | 7,460.25
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0111                                       0003.51       | 18.03 | 1,740.000 | 31,372.20
 | 
| INSTALL CONCRETE PROTECTION BARRIER                                                                                      | LF   | 1,990.000 | 35,879.70
 | 
|                                                                                                                          |  | 1,990.000 | 35,879.70
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0112                                       0003.58       | 2,100.00 | 2.000 | 4,200.00
 | 
| INERTIAL BARRIER SYSTEM                                                                                                  | EACH | 3.000 | 6,300.00
 | 
|                                                                                                                          |  | 3.000 | 6,300.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0113                                       0003.64       | 262.50 | 5.000 | 1,312.50
 | 
| REPLACEMENT MODULE                                                                                                       | EACH | 5.000 | 1,312.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0114                                       0010.04       | 15,750.00 | 0.500 | 7,875.00
 | 
| FIELD OFFICE                                                                                                             | EACH | 0.500 | 7,875.00
 | 
|                                                                                                                          |  | 0.500 | 7,875.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0115                                       0020.00       | 0.80 | 1,000.000 | 800.00
 | 
| TRAINING                                                                                                                 | HOUR | 1,000.000 | 800.00
 | 
|                                                                                                                          |  | 1,049.500 | 839.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0116                                       0030.00       | 3,950.99 | 1.000 | 3,950.99
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 3,950.99
 | 
|                                                                                                                          |  | 1.000 | 3,950.99
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4008                                       0003.10       | 160.00 | 0.000 | 0.00
 | 
| FLAGGING                                                                                                                 | DAY  | 29.000 | 4,640.00
 | 
|                                                                                                                          |  | 23.500 | 3,760.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  | Contracted | 62,661.76
 | 
 |  | Current | 73,909.26
 | 
 |  | In place | 86,336.19
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 3 CONCRETE PAVEMENT |  |  | 
 | 
| 0001                                       L020.00       | 1.56 | 2,304.000 | 3,594.24
 | 
| EROSION CONTROL                                                                                                          | SY   | 2,304.000 | 3,594.24
 | 
|                                                                                                                          |  | 16,861.000 | 26,303.16
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0002                                       0002.30       | 0.28 | 12,650.000 | 3,542.00
 | 
| PAVEMENT MARKING REMOVAL                                                                                                 | LF   | 12,650.000 | 3,542.00
 | 
|                                                                                                                          |  | 3,378.000 | 945.84
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0003                                       0002.39       | 1.12 | 28,600.000 | 32,032.00
 | 
| TEMPORARY PAVEMENT MARKING, TYPE II                                                                                      | LF   | 28,600.000 | 32,032.00
 | 
|                                                                                                                          |  | 26,763.000 | 29,974.56
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0004                                       0030.30       | 7,649.65 | 1.000 | 7,649.65
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 7,649.65
 | 
|                                                                                                                          |  | 1.000 | 7,649.65
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0005                                       1030.00       | 8.96 | 920.000 | 8,243.20
 | 
| EARTHWORK MEASURED IN EMBANKMENT                                                                                         | CY   | 920.000 | 8,243.20
 | 
|                                                                                                                          |  | 920.040 | 8,243.56
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0006                                       1041.00       | 6.42 | 1,001.000 | 6,426.42
 | 
| SALVAGING AND PLACING TOPSOIL                                                                                            | SY   | 1,001.000 | 6,426.42
 | 
|                                                                                                                          |  | 1,882.219 | 12,083.85
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0007                                       1101.00       | 6.17 | 1,262.000 | 7,786.54
 | 
| REMOVE PAVEMENT                                                                                                          | SY   | 1,262.000 | 7,786.54
 | 
|                                                                                                                          |  | 1,993.196 | 12,298.02
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0008                                       1119.00       | 420.00 | 4.000 | 1,680.00
 | 
| REMOVE INLET                                                                                                             | EACH | 4.000 | 1,680.00
 | 
|                                                                                                                          |  | 4.000 | 1,680.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0009                                       3008.05       | 14.51 | 195.000 | 2,829.45
 | 
| TIE BARS                                                                                                                 | EACH | 195.000 | 2,829.45
 | 
|                                                                                                                          |  | 325.000 | 4,715.75
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0010                                       3075.71       | 47.28 | 857.000 | 40,518.96
 | 
| 12" CONCRETE PAVEMENT, CLASS 47B-3625                                                                                    | SY   | 857.000 | 40,518.96
 | 
|                                                                                                                          |  | 1,071.251 | 50,648.75
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0011                                       4130.06       | 1,120.00 | 0.720 | 806.40
 | 
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR PIPE CULVERT PLUG                                                                 | CY   | 0.720 | 806.40
 | 
|                                                                                                                          |  | 0.720 | 806.40
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0012                                       7017.00       | 3.02 | 1,155.000 | 3,488.10
 | 
| REMOVE GUARDRAIL                                                                                                         | LF   | 1,155.000 | 3,488.10
 | 
|                                                                                                                          |  | 1,155.000 | 3,488.10
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0013                                       7151.00       | 8.46 | 192.000 | 1,624.32
 | 
| REMOVE AND RESET FENCE                                                                                                   | LF   | 0.000 | 0.00
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0014                                       7502.14       | 2.97 | 4,350.000 | 12,919.50
 | 
| 4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED                                                                     | LF   | 4,350.000 | 12,919.50
 | 
|                                                                                                                          |  | 4,883.000 | 14,502.51
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0015                                       7503.14       | 2.97 | 3,480.000 | 10,335.60
 | 
| 4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED                                                                    | LF   | 3,480.000 | 10,335.60
 | 
|                                                                                                                          |  | 2,175.000 | 6,459.75
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0016                                       8029.75       | 7.42 | 857.000 | 6,358.94
 | 
| BITUMINOUS FOUNDATION COURSE                                                                                             | SY   | 857.000 | 6,358.94
 | 
|                                                                                                                          |  | 1,897.222 | 14,077.37
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0017                                       9173.20       | 4.08 | 857.000 | 3,496.56
 | 
| SUBGRADE PREPARATION                                                                                                     | SY   | 857.000 | 3,496.56
 | 
|                                                                                                                          |  | 1,710.222 | 6,977.70
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0018                                       9188.50       | 28.32 | 1,258.000 | 35,626.56
 | 
| SURFACING UNDER GUARDRAIL                                                                                                | SY   | 1,258.000 | 35,626.56
 | 
|                                                                                                                          |  | 427.264 | 12,100.12
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4015                                       7103.00       | 210.00 | 0.000 | 0.00
 | 
| END POSTS                                                                                                                | EACH | 2.000 | 420.00
 | 
|                                                                                                                          |  | 2.000 | 420.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4016                                       7100.00       | 4.41 | 0.000 | 0.00
 | 
| RIGHT-OF-WAY FENCE                                                                                                       | LF   | 319.000 | 1,406.79
 | 
|                                                                                                                          |  | 319.000 | 1,406.79
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4017                                       7106.00       | 288.75 | 0.000 | 0.00
 | 
| 12 FOOT GATE                                                                                                             | EACH | 2.000 | 577.50
 | 
|                                                                                                                          |  | 2.000 | 577.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4018                                       1111.00       | 0.26 | 0.000 | 0.00
 | 
| REMOVING FENCE                                                                                                           | LF   | 550.000 | 143.00
 | 
|                                                                                                                          |  | 550.000 | 143.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4020                                       3075.71       | 58.80 | 0.000 | 0.00
 | 
| 12" CONCRETE PAVEMENT, CLASS 47B-3625                                                                                    | SY   | 638.972 | 37,571.55
 | 
| (Additional)                                                                                                             |  | 638.972 | 37,571.55
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 3 CONCRETE PAVEMENT |  | Contracted | 188,958.44
 | 
 |  | Current | 227,452.96
 | 
 |  | In place | 253,073.93
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 6B BRIDGE AT STA. 483+14.13 |  |  | 
 | 
| 0052                                       A400.00       | 25,665.92 | 1.000 | 25,665.92
 | 
| MODIFY ROADWAY WEATHER INFORMATION SYSTEM                                                                                | EACH | 1.000 | 25,665.92
 | 
|                                                                                                                          |  | 1.000 | 25,665.92
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0053                                       0030.60       | 61,600.00 | 1.000 | 61,600.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 61,600.00
 | 
|                                                                                                                          |  | 1.000 | 61,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0054                                       3050.15       | 248.08 | 195.900 | 48,598.87
 | 
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000                                                                         | CY   | 200.500 | 49,740.04
 | 
|                                                                                                                          |  | 200.500 | 49,740.03
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0055                                       3051.10       | 0.73 | 19,203.000 | 14,018.19
 | 
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES                                                                   | LB   | 21,077.000 | 15,386.21
 | 
|                                                                                                                          |  | 21,077.000 | 15,386.20
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0056                                       6000.10       | 7,840.00 | 1.000 | 7,840.00
 | 
| ABUTMENT NO.1 EXCAVATION                                                                                                 | LS   | 1.000 | 7,840.00
 | 
|                                                                                                                          |  | 1.000 | 7,840.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0057                                       6000.11       | 7,840.00 | 1.000 | 7,840.00
 | 
| ABUTMENT NO.2 EXCAVATION                                                                                                 | LS   | 1.000 | 7,840.00
 | 
|                                                                                                                          |  | 1.000 | 7,840.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0058                                       6000.60       | 11,312.00 | 1.000 | 11,312.00
 | 
| PIER NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 11,312.00
 | 
|                                                                                                                          |  | 1.000 | 11,312.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0059                                       6000.61       | 11,312.00 | 1.000 | 11,312.00
 | 
| PIER NO.2 EXCAVATION                                                                                                     | LS   | 1.000 | 11,312.00
 | 
|                                                                                                                          |  | 1.000 | 11,312.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0060                                       6001.50       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0061                                       6001.51       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.2 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0062                                       6001.52       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.3 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0063                                       6001.53       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.4 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0064                                       6001.54       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.5 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0065                                       6001.55       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.6 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0066                                       6001.56       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.7 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0067                                       6001.57       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.8 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0068                                       6005.35       | 102.26 | 250.000 | 25,565.00
 | 
| PRECOMPRESSED POLYURETHANE FOAM JOINT                                                                                    | LF   | 250.000 | 25,565.00
 | 
|                                                                                                                          |  | 254.000 | 25,974.04
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0069                                       6010.22       | 374.02 | 284.500 | 106,408.69
 | 
| CLASS 47B-3000 CONCRETE FOR BRIDGE                                                                                       | CY   | 284.500 | 106,408.69
 | 
|                                                                                                                          |  | 284.500 | 106,408.70
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0070                                       6010.26       | 325.85 | 1,013.600 | 330,281.56
 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE                                                                                      | CY   | 1,033.711 | 336,834.73
 | 
|                                                                                                                          |  | 1,033.711 | 336,834.75
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0071                                       6011.11       | 88,368.00 | 1.000 | 88,368.00
 | 
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE                                                                              | LS   | 1.000 | 88,368.00
 | 
| AT STA. 483+14.13 LT.                                                                                                    |  | 1.000 | 88,368.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0072                                       6030.00       | 332,727.36 | 1.000 | 332,727.36
 | 
| PREPARATION OF BRIDGE                                                                                                    | EACH | 1.000 | 332,727.36
 | 
| AT STA. 483+14.13 LT.                                                                                                    |  | 1.000 | 332,727.35
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0073                                       6131.50       | 0.64 | 200,530.000 | 128,339.20
 | 
| EPOXY COATED REINFORCING STEEL                                                                                           | LB   | 206,850.294 | 132,384.19
 | 
|                                                                                                                          |  | 206,850.294 | 132,384.17
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0074                                       6200.00       | 32.48 | 790.000 | 25,659.20
 | 
| CONCRETE PILING                                                                                                          | LF   | 1,110.000 | 36,052.80
 | 
|                                                                                                                          |  | 1,110.000 | 36,052.80
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0075                                       8091.00       | 18.67 | 120.000 | 2,240.40
 | 
| GRANULAR BACKFILL                                                                                                        | CY   | 120.000 | 2,240.40
 | 
|                                                                                                                          |  | 120.000 | 2,240.40
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4002                                       6618.00       | 379.50 | 0.000 | 0.00
 | 
| GIRDER SEAT REPAIR                                                                                                       | EACH | 10.000 | 3,795.00
 | 
| Clean Bearing Plates & Girder Seats & Patch Abutments                                                                    |  | 10.000 | 3,795.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4003                                       6616.65       | 2,820.50 | 0.000 | 0.00
 | 
| BEARING DEVICE REPLACEMENT                                                                                               | EACH | 20.000 | 56,410.00
 | 
| Raise Girders/New Bearing Pad/Diaphragms/Concrete Repair                                                                 |  | 20.000 | 56,410.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4010                                       1136.01       | 681.26 | 0.000 | 0.00
 | 
| REMOVING                                                                                                                 | EACH | 1.000 | 681.26
 | 
| (Grade Beam)                                                                                                             |  | 1.000 | 681.26
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4021                                       A706.00       | 258.63 | 0.000 | 0.00
 | 
| RELOCATE PULL BOX                                                                                                        | EACH | 1.000 | 258.63
 | 
|                                                                                                                          |  | 1.000 | 258.63
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4022                                       3900.20       | 1,084.50 | 0.000 | 0.00
 | 
| ADDITIONAL COST                                                                                                          | LS   | 1.000 | 1,084.50
 | 
| (Additional Freight)                                                                                                     |  | 1.000 | 1,084.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4024                                       3900.27       | 476.19 | 0.000 | 0.00
 | 
| ADDITIONAL COST                                                                                                          | EACH | 2.000 | 952.38
 | 
| (Special Control Joint for Brdige Deck)                                                                                  |  | 2.000 | 952.38
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 6B BRIDGE AT STA. 483+14.13 |  | Contracted | 1,272,576.39
 | 
 |  | Current | 1,359,259.11
 | 
 |  | In place | 1,359,668.13
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 6C BRIDGE AT STA. 483+14.13 |  |  | 
 | 
| 0076                                       0030.60       | 61,600.00 | 1.000 | 61,600.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 61,600.00
 | 
|                                                                                                                          |  | 1.000 | 61,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0077                                       3050.15       | 247.95 | 196.000 | 48,598.20
 | 
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000                                                                         | CY   | 196.000 | 48,598.20
 | 
|                                                                                                                          |  | 196.000 | 48,598.21
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0078                                       3051.10       | 0.75 | 19,432.000 | 14,574.00
 | 
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES                                                                   | LB   | 20,723.000 | 15,542.25
 | 
|                                                                                                                          |  | 20,723.000 | 15,542.26
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0079                                       6000.10       | 7,840.00 | 1.000 | 7,840.00
 | 
| ABUTMENT NO.1 EXCAVATION                                                                                                 | LS   | 1.000 | 7,840.00
 | 
|                                                                                                                          |  | 1.000 | 7,840.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0080                                       6000.11       | 7,840.00 | 1.000 | 7,840.00
 | 
| ABUTMENT NO.2 EXCAVATION                                                                                                 | LS   | 1.000 | 7,840.00
 | 
|                                                                                                                          |  | 1.000 | 7,840.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0081                                       6000.60       | 11,312.00 | 1.000 | 11,312.00
 | 
| PIER NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 11,312.00
 | 
|                                                                                                                          |  | 1.000 | 11,312.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0082                                       6000.61       | 11,312.00 | 1.000 | 11,312.00
 | 
| PIER NO.2 EXCAVATION                                                                                                     | LS   | 1.000 | 11,312.00
 | 
|                                                                                                                          |  | 1.000 | 11,312.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0083                                       6001.50       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.1 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0084                                       6001.51       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.2 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0085                                       6001.52       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.3 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0086                                       6001.53       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.4 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0087                                       6001.54       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.5 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0088                                       6001.55       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.6 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0089                                       6001.56       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.7 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0090                                       6001.57       | 5,600.00 | 1.000 | 5,600.00
 | 
| BENT NO.8 EXCAVATION                                                                                                     | LS   | 1.000 | 5,600.00
 | 
|                                                                                                                          |  | 1.000 | 5,600.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0091                                       6005.35       | 103.24 | 252.700 | 26,088.75
 | 
| PRECOMPRESSED POLYURETHANE FOAM JOINT                                                                                    | LF   | 252.700 | 26,088.75
 | 
|                                                                                                                          |  | 256.700 | 26,501.71
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0092                                       6010.22       | 374.40 | 287.600 | 107,677.44
 | 
| CLASS 47B-3000 CONCRETE FOR BRIDGE                                                                                       | CY   | 287.600 | 107,677.44
 | 
|                                                                                                                          |  | 287.600 | 107,677.45
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0093                                       6010.26       | 325.77 | 1,023.100 | 333,295.29
 | 
| CLASS 47BD-4000 CONCRETE FOR BRIDGE                                                                                      | CY   | 1,023.100 | 333,295.29
 | 
|                                                                                                                          |  | 1,023.100 | 333,295.28
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0094                                       6011.11       | 88,368.00 | 1.000 | 88,368.00
 | 
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE                                                                              | LS   | 1.000 | 88,368.00
 | 
| AT STA. 483+14.13 RT                                                                                                     |  | 1.000 | 88,368.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0095                                       6030.00       | 332,727.36 | 1.000 | 332,727.36
 | 
| PREPARATION OF BRIDGE                                                                                                    | EACH | 1.000 | 332,727.36
 | 
| AT STA. 483+14.13 RT.                                                                                                    |  | 1.000 | 332,727.37
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0096                                       6080.00       | 2.21 | 2,671.000 | 5,902.91
 | 
| STRUCTURAL STEEL FOR SUBSTRUCTURE                                                                                        | LB   | 2,671.000 | 5,902.91
 | 
|                                                                                                                          |  | 2,671.000 | 5,902.91
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0097                                       6131.50       | 0.64 | 193,136.000 | 123,607.04
 | 
| EPOXY COATED REINFORCING STEEL                                                                                           | LB   | 203,187.000 | 130,039.68
 | 
|                                                                                                                          |  | 203,187.000 | 130,039.68
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0098                                       6200.00       | 33.54 | 790.000 | 26,496.60
 | 
| CONCRETE PILING                                                                                                          | LF   | 1,110.000 | 37,229.40
 | 
|                                                                                                                          |  | 1,108.500 | 37,179.09
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0099                                       8091.00       | 19.00 | 112.000 | 2,128.00
 | 
| GRANULAR BACKFILL                                                                                                        | CY   | 112.000 | 2,128.00
 | 
|                                                                                                                          |  | 112.000 | 2,128.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4005                                       6618.00       | 379.50 | 0.000 | 0.00
 | 
| GIRDER SEAT REPAIR                                                                                                       | EACH | 10.000 | 3,795.00
 | 
| Clean Bearing Plates & Girder Seats & Patch Abutments                                                                    |  | 10.000 | 3,795.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4006                                       6616.65       | 2,820.50 | 0.000 | 0.00
 | 
| BEARING DEVICE REPLACEMENT                                                                                               | EACH | 20.000 | 56,410.00
 | 
| Raise Girders/New Bearing Pads/Diaphragms/Concrete Repair                                                                |  | 20.000 | 56,410.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4026                                       3900.27       | 340.70 | 0.000 | 0.00
 | 
| ADDITIONAL COST                                                                                                          | EACH | 2.000 | 681.40
 | 
| (Special Control Joint for Bridge Deck)                                                                                  |  | 2.000 | 681.40
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 6C BRIDGE AT STA. 483+14.13 |  | Contracted | 1,254,167.59
 | 
 |  | Current | 1,333,187.67
 | 
 |  | In place | 1,333,550.36
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  |  | 
 | 
| 0100                                       0030.70       | 420.00 | 1.000 | 420.00
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 420.00
 | 
|                                                                                                                          |  | 1.000 | 420.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0101                                       7011.20       | 16.28 | 979.100 | 15,939.75
 | 
| W-BEAM GUARDRAIL                                                                                                         | LF   | 779.100 | 12,683.75
 | 
|                                                                                                                          |  | 779.100 | 12,683.75
 | 
 |  | -200.000 | -3,256.00
 | 
  |  |  | 
 | 
| 0102                                       7020.00       | 1,174.95 | 4.000 | 4,699.80
 | 
| BRIDGE APPROACH SECTIONS                                                                                                 | EACH | 3.000 | 3,524.85
 | 
|                                                                                                                          |  | 3.000 | 3,524.85
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0103                                       7024.25       | 2,089.50 | 2.000 | 4,179.00
 | 
| GUARDRAIL END TREATMENT, TYPE I                                                                                          | EACH | 1.000 | 2,089.50
 | 
|                                                                                                                          |  | 1.000 | 2,089.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0104                                       7026.05       | 405.30 | 2.000 | 810.60
 | 
| W-THRIE BEAM TRANSITION SECTION                                                                                          | EACH | 2.000 | 810.60
 | 
|                                                                                                                          |  | 2.000 | 810.60
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 7 GUARDRAIL |  | Contracted | 26,049.15
 | 
 |  | Current | 19,528.70
 | 
 |  | In place | 19,528.70
 | 
 |  | This Estimate | -3,256.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  |  | 
 | 
| 0105                                       0001.00       | 467.25 | 432.000 | 201,852.00
 | 
| SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES                                                                        | CDAY | 432.000 | 201,852.00
 | 
|                                                                                                                          |  | 475.000 | 221,943.75
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0106                                       0001.08       | 0.50 | 19,228.000 | 9,614.00
 | 
| BARRICADE, TYPE II                                                                                                       | BDAY | 19,228.000 | 9,614.00
 | 
|                                                                                                                          |  | 26,105.500 | 13,052.75
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0107                                       0001.10       | 3.15 | 1,397.000 | 4,400.55
 | 
| BARRICADE, TYPE III                                                                                                      | BDAY | 1,397.000 | 4,400.55
 | 
|                                                                                                                          |  | 2,166.000 | 6,822.90
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0108                                       0001.30       | 3.15 | 1,080.000 | 3,402.00
 | 
| TYPE B HIGH INTENSITY WARNING LIGHT                                                                                      | LDAY | 1,080.000 | 3,402.00
 | 
|                                                                                                                          |  | 977.000 | 3,077.55
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0109                                       0001.90       | 0.53 | 11,732.000 | 6,217.96
 | 
| SIGN DAY                                                                                                                 | EACH | 11,732.000 | 6,217.96
 | 
|                                                                                                                          |  | 10,102.000 | 5,354.06
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0110                                       0002.97       | 36.75 | 324.000 | 11,907.00
 | 
| FLASHING ARROW PANEL                                                                                                     | DAY  | 324.000 | 11,907.00
 | 
|                                                                                                                          |  | 262.000 | 9,628.50
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0111                                       0003.51       | 18.03 | 2,100.000 | 37,863.00
 | 
| INSTALL CONCRETE PROTECTION BARRIER                                                                                      | LF   | 3,200.000 | 57,696.00
 | 
|                                                                                                                          |  | 3,200.000 | 57,696.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0112                                       0003.58       | 2,100.00 | 2.000 | 4,200.00
 | 
| INERTIAL BARRIER SYSTEM                                                                                                  | EACH | 4.000 | 8,400.00
 | 
|                                                                                                                          |  | 4.000 | 8,400.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0113                                       0003.64       | 262.50 | 5.000 | 1,312.50
 | 
| REPLACEMENT MODULE                                                                                                       | EACH | 5.000 | 1,312.50
 | 
|                                                                                                                          |  | 0.000 | 0.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0114                                       0010.04       | 15,750.00 | 0.500 | 7,875.00
 | 
| FIELD OFFICE                                                                                                             | EACH | 0.500 | 7,875.00
 | 
|                                                                                                                          |  | 0.500 | 7,875.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0115                                       0020.00       | 0.80 | 1,000.000 | 800.00
 | 
| TRAINING                                                                                                                 | HOUR | 1,000.000 | 800.00
 | 
|                                                                                                                          |  | 3,148.000 | 2,518.40
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 0116                                       0030.00       | 24,609.01 | 1.000 | 24,609.01
 | 
| MOBILIZATION                                                                                                             | LS   | 1.000 | 24,609.01
 | 
|                                                                                                                          |  | 1.000 | 24,609.02
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| 4009                                       0003.44       | 0.65 | 0.000 | 0.00
 | 
| RESET CONCRETE PROTECTION BARRIERS                                                                                       | LF   | 2,350.000 | 1,527.50
 | 
|                                                                                                                          |  | 2,300.000 | 1,495.00
 | 
 |  | 0.000 | 0.00
 | 
  |  |  | 
 | 
| GROUP 10 GENERAL ITEMS |  | Contracted | 314,053.02
 | 
 |  | Current | 339,613.52
 | 
 |  | In place | 362,472.93
 | 
 |  | This Estimate | 0.00
 | 
  |  |  | 
 | 
| Totals for contract |  | Contracted | 4,481,971.29
 | 
|---|
 |  | Current | 4,800,653.90
 | 
|---|
 |  | In place | 4,918,955.19
 | 
|---|
 |  | This Estimate | -2,928.40
 | 
|---|