Bid Tabulations
Letting of
10/12/2011
LA DOTD Headquarters
| Lead Project: 023-05-0043 | |
| Parish: Winn | |
| Routes: US 167 | |
| Description: DUGDEMONA RIVER BRIDGE | |
| Type Const: CLEARING AND GRUBBING, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $5,169,513.19 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $4,149,603.60 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $4,566,557.22 |
| 3 | 48925 | David V. Temple | $4,776,154.44 |
| 4 | 39462 | Jb James Construction Llc | $4,784,998.44 |
| 5 | 14422 | T. L. Wallace Construction, Inc. | $4,836,986.12 |
| 6 | 07740 | Cajun Constructors, Inc. | $4,908,639.17 |
| 7 | 12395 | Jensen Construction Co. | $5,154,805.61 |
| 8 | 01012 | Cecil D. Gassiott, LLC | $5,595,433.45 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - Gilchrist Construction Co. LLC |
- 3 - David V. Temple |
- 4 - Jb James Construction Llc |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 81,000.00 | 81,000.00 | 100,000.00 | 100,000.00 | 36,000.00 | 36,000.00 | 250,000.00 | 250,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 535.8 | SQYD | 5.00 | 2,679.00 | 9.00 | 4,822.20 | 7.30 | 3,911.34 | 10.00 | 5,358.00 |
| 0004 | 202-02-04000 | Removal of Bridge 855.5'x26.5' CONCRETE DECK GIRDER BRIDGE | 1 | EACH | 208,000.00 | 208,000.00 | 215,000.00 | 215,000.00 | 250,000.00 | 250,000.00 | 145,000.00 | 145,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 875 | LNFT | 3.00 | 2,625.00 | 6.00 | 5,250.00 | 4.71 | 4,121.25 | 6.00 | 5,250.00 |
| 0006 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 5,015 | SQYD | 7.00 | 35,105.00 | 8.00 | 40,120.00 | 4.17 | 20,912.55 | 7.00 | 35,105.00 |
| 0007 | 202-02-38500 | Removal of Surfacing and Stablized Base | 5,227.8 | SQYD | 4.00 | 20,911.20 | 4.00 | 20,911.20 | 4.65 | 24,309.27 | 5.00 | 26,139.00 |
| 0008 | 203-01-00100 | General Excavation | 6,136 | CUYD | 8.00 | 49,088.00 | 8.00 | 49,088.00 | 6.00 | 36,816.00 | 8.00 | 49,088.00 |
| 0009 | 203-02-00100 | Drainage Excavation | 1,230.83 | CUYD | 10.00 | 12,308.30 | 15.00 | 18,462.45 | 4.00 | 4,923.32 | 12.00 | 14,769.96 |
| 0010 | 203-03-00100 | Embankment | 23,119 | CUYD | 8.75 | 202,291.25 | 15.00 | 346,785.00 | 10.00 | 231,190.00 | 16.50 | 381,463.50 |
| 0011 | 203-04-00300 | Nonplastic Embankment (Stone) | 20.2 | CUYD | 200.00 | 4,040.00 | 200.00 | 4,040.00 | 98.00 | 1,979.60 | 125.00 | 2,525.00 |
| 0012 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 15.00 | 450.00 | 30.00 | 900.00 | 15.00 | 450.00 | 15.00 | 450.00 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 43 | EACH | 110.00 | 4,730.00 | 200.00 | 8,600.00 | 110.00 | 4,730.00 | 110.00 | 4,730.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 5,350 | LNFT | 2.00 | 10,700.00 | 1.70 | 9,095.00 | 1.55 | 8,292.50 | 1.80 | 9,630.00 |
| 0015 | 302-02-01061 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 6,959.3 | SQYD | 10.00 | 69,593.00 | 12.00 | 83,511.60 | 12.00 | 83,511.60 | 12.00 | 83,511.60 |
| 0016 | 302-02-03020 | Class II Base Course (8" Thick) (Soil Cement) | 9,417.5 | SQYD | 10.00 | 94,175.00 | 12.00 | 113,010.00 | 24.00 | 226,020.00 | 8.50 | 80,048.75 |
| 0017 | 302-02-04501 | Class II Base Course (9" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 2,102.5 | SQYD | 18.00 | 37,845.00 | 25.00 | 52,562.50 | 27.00 | 56,767.50 | 23.00 | 48,357.50 |
| 0018 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 1,310.9 | SQYD | 25.00 | 32,772.50 | 33.00 | 43,259.70 | 30.00 | 39,327.00 | 27.00 | 35,394.30 |
| 0019 | 304-05-00100 | Lime Treatment (Type E) | 133.49 | TON | 300.00 | 40,047.00 | 345.00 | 46,054.05 | 290.00 | 38,712.10 | 1.00 | 133.49 |
| 0020 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 34 | CUYD | 75.00 | 2,550.00 | 60.00 | 2,040.00 | 35.00 | 1,190.00 | 103.00 | 3,502.00 |
| 0021 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 75.00 | 37,500.00 | 15.00 | 7,500.00 | 35.00 | 17,500.00 | 75.50 | 37,750.00 |
| 0022 | 502-01-00100 | Superpave Asphaltic Concrete | 3,401.8 | TON | 100.00 | 340,180.00 | 90.00 | 306,162.00 | 106.00 | 360,590.80 | 100.00 | 340,180.00 |
| 0023 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 258.3 | TON | 160.00 | 41,328.00 | 150.00 | 38,745.00 | 167.00 | 43,136.10 | 160.00 | 41,328.00 |
| 0024 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 88 | LNFT | 100.00 | 8,800.00 | 80.00 | 7,040.00 | 79.10 | 6,960.80 | 120.00 | 10,560.00 |
| 0025 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 56 | LNFT | 50.00 | 2,800.00 | 90.00 | 5,040.00 | 54.75 | 3,066.00 | 115.00 | 6,440.00 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 375.05 | LNFT | 18.00 | 6,750.90 | 20.00 | 7,501.00 | 18.00 | 6,750.90 | 18.00 | 6,750.90 |
| 0027 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 | 60.00 | 6,000.00 | 55.00 | 5,500.00 | 55.00 | 5,500.00 |
| 0028 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,100.00 | 4,200.00 | 2,300.00 | 4,600.00 | 2,100.00 | 4,200.00 | 2,100.00 | 4,200.00 |
| 0029 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,400.00 | 4,800.00 | 2,500.00 | 5,000.00 | 2,400.00 | 4,800.00 | 2,400.00 | 4,800.00 |
| 0030 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 200.00 | 2,400.00 | 225.00 | 2,700.00 | 150.00 | 1,800.00 | 200.00 | 2,400.00 |
| 0031 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 100.00 | 1,200.00 | 225.00 | 2,700.00 | 150.00 | 1,800.00 | 200.00 | 2,400.00 |
| 0032 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 736 | SQYD | 67.00 | 49,312.00 | 60.00 | 44,160.00 | 53.00 | 39,008.00 | 80.00 | 58,880.00 |
| 0033 | 711-04-00100 | Geotextile Fabric | 736 | SQYD | 2.50 | 1,840.00 | 3.00 | 2,208.00 | 3.90 | 2,870.40 | 5.00 | 3,680.00 |
| 0034 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 0035 | 713-02-00400 | Temporary Pavement Markings (12" Width) | 14 | LNFT | 0.30 | 4.20 | 17.00 | 238.00 | 15.00 | 210.00 | 15.00 | 210.00 |
| 0036 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.643 | MILE | 250.00 | 160.75 | 285.00 | 183.26 | 250.00 | 160.75 | 240.00 | 154.32 |
| 0037 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.643 | MILE | 300.00 | 192.90 | 285.00 | 183.26 | 250.00 | 160.75 | 240.00 | 154.32 |
| 0038 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.23 | MILE | 350.00 | 430.50 | 400.00 | 492.00 | 350.00 | 430.50 | 350.00 | 430.50 |
| 0039 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 2 | MILE | 6,000.00 | 12,000.00 | 6,500.00 | 13,000.00 | 6,000.00 | 12,000.00 | 6,000.00 | 12,000.00 |
| 0040 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 80 | EACH | 10.00 | 800.00 | 11.00 | 880.00 | 5.00 | 400.00 | 20.00 | 1,600.00 |
| 0041 | 716-01-00100 | Mulch (Vegetative) | 14 | TON | 550.00 | 7,700.00 | 550.00 | 7,700.00 | 550.00 | 7,700.00 | 550.00 | 7,700.00 |
| 0042 | 717-01-00100 | Seeding | 560 | LB | 8.50 | 4,760.00 | 6.80 | 3,808.00 | 8.50 | 4,760.00 | 8.50 | 4,760.00 |
| 0043 | 718-01-00100 | Fertilizer | 7,000 | LB | 0.50 | 3,500.00 | 0.40 | 2,800.00 | 0.50 | 3,500.00 | 0.50 | 3,500.00 |
| 0044 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 10,620 | SQYD | 1.10 | 11,682.00 | 1.15 | 12,213.00 | 1.10 | 11,682.00 | 1.10 | 11,682.00 |
| 0045 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 800 | SQYD | 1.30 | 1,040.00 | 1.71 | 1,368.00 | 1.30 | 1,040.00 | 1.30 | 1,040.00 |
| 0046 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,590 | SQYD | 1.60 | 2,544.00 | 1.40 | 2,226.00 | 1.60 | 2,544.00 | 1.60 | 2,544.00 |
| 0047 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 |
| 0048 | 725-01-00100 | Temporary Detour Roads | 645 | SQYD | 100.00 | 64,500.00 | 135.00 | 87,075.00 | 80.00 | 51,600.00 | 155.00 | 99,975.00 |
| 0049 | 726-01-00100 | Bedding Material | 37.1 | CUYD | 70.00 | 2,597.00 | 120.00 | 4,452.00 | 84.00 | 3,116.40 | 75.00 | 2,782.50 |
| 0050 | 727-01-00100 | Mobilization | 1 | LUMP | 375,000.00 | 375,000.00 | 425,000.00 | 425,000.00 | 356,000.00 | 356,000.00 | 475,000.00 | 475,000.00 |
| 0051 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 9 | SQFT | 50.00 | 450.00 | 280.00 | 2,520.00 | 25.00 | 225.00 | 55.00 | 495.00 |
| 0052 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 90.00 | 180.00 | 100.00 | 200.00 | 90.00 | 180.00 | 89.00 | 178.00 |
| 0053 | 731-02-00100 | Reflectorized Raised Pavement Markers | 102 | EACH | 5.00 | 510.00 | 11.00 | 1,122.00 | 10.00 | 1,020.00 | 10.00 | 1,020.00 |
| 0054 | 732-01-02060 | Plastic Pavement Striping (12" Width) (Thermoplastic 125 mil) | 14 | LNFT | 2.50 | 35.00 | 22.00 | 308.00 | 20.00 | 280.00 | 20.00 | 280.00 |
| 0055 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.221 | MILE | 2,600.00 | 5,774.60 | 3,500.00 | 7,773.50 | 3,100.00 | 6,885.10 | 3,100.00 | 6,885.10 |
| 0056 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.111 | MILE | 1,000.00 | 1,111.00 | 1,200.00 | 1,333.20 | 1,100.00 | 1,222.10 | 1,100.00 | 1,222.10 |
| 0057 | 732-05-00100 | Removal of Existing Markings | 2 | MILE | 4,000.00 | 8,000.00 | 4,500.00 | 9,000.00 | 4,000.00 | 8,000.00 | 4,000.00 | 8,000.00 |
| 0058 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 0059 | 804-01-00200 | Precast Concrete Piles (14") | 120 | LNFT | 75.00 | 9,000.00 | 112.00 | 13,440.00 | 60.00 | 7,200.00 | 91.00 | 10,920.00 |
| 0060 | 804-01-00300 | Precast Concrete Piles (16") | 1,500 | LNFT | 55.00 | 82,500.00 | 50.00 | 75,000.00 | 65.00 | 97,500.00 | 60.00 | 90,000.00 |
| 0061 | 804-01-00700 | Precast Concrete Piles (30") | 3,400 | LNFT | 110.00 | 374,000.00 | 123.00 | 418,200.00 | 150.00 | 510,000.00 | 121.00 | 411,400.00 |
| 0062 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 500.00 | 500.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 |
| 0063 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 1,500.00 | 6,000.00 | 600.00 | 2,400.00 | 1,500.00 | 6,000.00 | 1,250.00 | 5,000.00 |
| 0064 | 805-01-00700 | Class A Concrete (Bents) | 280.9 | CUYD | 640.00 | 179,776.00 | 725.00 | 203,652.50 | 600.00 | 168,540.00 | 800.00 | 224,720.00 |
| 0065 | 805-04-00100 | Class AA(M) Concrete | 1,001.89 | CUYD | 525.00 | 525,992.25 | 635.00 | 636,200.15 | 550.00 | 551,039.50 | 650.00 | 651,228.50 |
| 0066 | 805-08-00300 | Precast-Prestressed Concrete Girder (Type III) | 5,247 | LNFT | 100.00 | 524,700.00 | 88.00 | 461,736.00 | 150.00 | 787,050.00 | 92.00 | 482,724.00 |
| 0067 | 805-11-00100 | Strip Seal Joints | 200 | LNFT | 150.00 | 30,000.00 | 140.00 | 28,000.00 | 150.00 | 30,000.00 | 160.00 | 32,000.00 |
| 0068 | 806-01-00100 | Deformed Reinforcing Steel | 306,933 | LB | 0.85 | 260,893.05 | 0.75 | 230,199.75 | 0.95 | 291,586.35 | 0.90 | 276,239.70 |
| 0069 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 |
| 0070 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 1,832 | LNFT | 50.00 | 91,600.00 | 75.00 | 137,400.00 | 69.00 | 126,408.00 | 59.00 | 108,088.00 |
| 0071 | 813-01-00100 | Concrete Approach Slabs | 355.56 | SQYD | 220.00 | 78,223.20 | 225.00 | 80,001.00 | 203.50 | 72,356.46 | 190.00 | 67,556.40 |
| 0072 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 846 | INLF | 1.00 | 846.00 | 5.00 | 4,230.00 | 5.75 | 4,864.50 | 1.00 | 846.00 |
| 0073 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 504 | INLF | 1.00 | 504.00 | 5.00 | 2,520.00 | 3.00 | 1,512.00 | 1.00 | 504.00 |
| 0074 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 0.788 | MILE | 2,000.00 | 1,576.00 | 425.00 | 334.90 | 5,500.00 | 4,334.00 | 5,500.00 | 4,334.00 |
| CONTRACTOR TOTAL | 4,149,603.60 | 4,566,557.22 | 4,776,154.44 | 4,784,998.44 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - T. L. Wallace Construction, Inc. |
- 6 - Cajun Constructors, Inc. |
- 7 - Jensen Construction Co. |
- 8 - Cecil D. Gassiott, LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 150,000.00 | 150,000.00 | 147,200.00 | 147,200.00 | 42,000.00 | 42,000.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,800.00 | 25,800.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 535.8 | SQYD | 5.25 | 2,812.95 | 10.00 | 5,358.00 | 5.00 | 2,679.00 | 10.50 | 5,625.90 |
| 0004 | 202-02-04000 | Removal of Bridge 855.5'x26.5' CONCRETE DECK GIRDER BRIDGE | 1 | EACH | 300,000.00 | 300,000.00 | 380,000.00 | 380,000.00 | 400,000.00 | 400,000.00 | 48,000.00 | 48,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 875 | LNFT | 6.20 | 5,425.00 | 3.00 | 2,625.00 | 6.00 | 5,250.00 | 10.00 | 8,750.00 |
| 0006 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 5,015 | SQYD | 5.25 | 26,328.75 | 4.00 | 20,060.00 | 7.50 | 37,612.50 | 12.00 | 60,180.00 |
| 0007 | 202-02-38500 | Removal of Surfacing and Stablized Base | 5,227.8 | SQYD | 5.25 | 27,445.95 | 4.00 | 20,911.20 | 4.00 | 20,911.20 | 7.00 | 36,594.60 |
| 0008 | 203-01-00100 | General Excavation | 6,136 | CUYD | 7.35 | 45,099.60 | 8.00 | 49,088.00 | 8.00 | 49,088.00 | 4.00 | 24,544.00 |
| 0009 | 203-02-00100 | Drainage Excavation | 1,230.83 | CUYD | 16.00 | 19,693.28 | 14.00 | 17,231.62 | 15.00 | 18,462.45 | 15.00 | 18,462.45 |
| 0010 | 203-03-00100 | Embankment | 23,119 | CUYD | 13.00 | 300,547.00 | 8.00 | 184,952.00 | 8.00 | 184,952.00 | 14.00 | 323,666.00 |
| 0011 | 203-04-00300 | Nonplastic Embankment (Stone) | 20.2 | CUYD | 160.00 | 3,232.00 | 100.00 | 2,020.00 | 85.00 | 1,717.00 | 165.00 | 3,333.00 |
| 0012 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 16.00 | 480.00 | 15.00 | 450.00 | 15.00 | 450.00 | 10.00 | 300.00 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 43 | EACH | 120.00 | 5,160.00 | 125.00 | 5,375.00 | 110.00 | 4,730.00 | 225.00 | 9,675.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 5,350 | LNFT | 1.65 | 8,827.50 | 1.00 | 5,350.00 | 2.55 | 13,642.50 | 2.50 | 13,375.00 |
| 0015 | 302-02-01061 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 6,959.3 | SQYD | 13.00 | 90,470.90 | 10.00 | 69,593.00 | 13.00 | 90,470.90 | 15.00 | 104,389.50 |
| 0016 | 302-02-03020 | Class II Base Course (8" Thick) (Soil Cement) | 9,417.5 | SQYD | 11.00 | 103,592.50 | 8.00 | 75,340.00 | 25.00 | 235,437.50 | 17.00 | 160,097.50 |
| 0017 | 302-02-04501 | Class II Base Course (9" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 2,102.5 | SQYD | 26.00 | 54,665.00 | 22.00 | 46,255.00 | 28.00 | 58,870.00 | 25.00 | 52,562.50 |
| 0018 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 1,310.9 | SQYD | 32.00 | 41,948.80 | 25.00 | 32,772.50 | 31.40 | 41,162.26 | 30.00 | 39,327.00 |
| 0019 | 304-05-00100 | Lime Treatment (Type E) | 133.49 | TON | 470.00 | 62,740.30 | 350.00 | 46,721.50 | 300.00 | 40,047.00 | 300.00 | 40,047.00 |
| 0020 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 34 | CUYD | 97.00 | 3,298.00 | 100.00 | 3,400.00 | 45.00 | 1,530.00 | 80.00 | 2,720.00 |
| 0021 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 1.05 | 525.00 | 50.00 | 25,000.00 | 88.00 | 44,000.00 | 80.00 | 40,000.00 |
| 0022 | 502-01-00100 | Superpave Asphaltic Concrete | 3,401.8 | TON | 100.00 | 340,180.00 | 109.00 | 370,796.20 | 100.00 | 340,180.00 | 120.00 | 408,216.00 |
| 0023 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 258.3 | TON | 160.00 | 41,328.00 | 150.00 | 38,745.00 | 160.00 | 41,328.00 | 170.00 | 43,911.00 |
| 0024 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 88 | LNFT | 90.00 | 7,920.00 | 95.00 | 8,360.00 | 95.00 | 8,360.00 | 115.00 | 10,120.00 |
| 0025 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 56 | LNFT | 70.00 | 3,920.00 | 75.00 | 4,200.00 | 95.00 | 5,320.00 | 85.00 | 4,760.00 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 375.05 | LNFT | 19.00 | 7,125.95 | 22.00 | 8,251.10 | 18.00 | 6,750.90 | 20.00 | 7,501.00 |
| 0027 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 58.00 | 5,800.00 | 68.00 | 6,800.00 | 55.00 | 5,500.00 | 60.00 | 6,000.00 |
| 0028 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,200.00 | 4,400.00 | 2,500.00 | 5,000.00 | 2,100.00 | 4,200.00 | 2,300.00 | 4,600.00 |
| 0029 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 | 2,400.00 | 4,800.00 | 3,000.00 | 6,000.00 |
| 0030 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 150.00 | 1,800.00 | 170.00 | 2,040.00 | 150.00 | 1,800.00 | 200.00 | 2,400.00 |
| 0031 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 53.00 | 636.00 | 60.00 | 720.00 | 150.00 | 1,800.00 | 100.00 | 1,200.00 |
| 0032 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 736 | SQYD | 58.00 | 42,688.00 | 60.00 | 44,160.00 | 63.00 | 46,368.00 | 60.00 | 44,160.00 |
| 0033 | 711-04-00100 | Geotextile Fabric | 736 | SQYD | 2.10 | 1,545.60 | 4.00 | 2,944.00 | 1.00 | 736.00 | 4.00 | 2,944.00 |
| 0034 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 16,900.00 | 16,900.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 65,000.00 | 65,000.00 |
| 0035 | 713-02-00400 | Temporary Pavement Markings (12" Width) | 14 | LNFT | 16.00 | 224.00 | 17.00 | 238.00 | 15.00 | 210.00 | 17.00 | 238.00 |
| 0036 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.643 | MILE | 420.00 | 270.06 | 300.00 | 192.90 | 250.00 | 160.75 | 300.00 | 192.90 |
| 0037 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.643 | MILE | 260.00 | 167.18 | 350.00 | 225.05 | 250.00 | 160.75 | 300.00 | 192.90 |
| 0038 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.23 | MILE | 370.00 | 455.10 | 400.00 | 492.00 | 350.00 | 430.50 | 400.00 | 492.00 |
| 0039 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 2 | MILE | 6,300.00 | 12,600.00 | 7,200.00 | 14,400.00 | 6,000.00 | 12,000.00 | 7,000.00 | 14,000.00 |
| 0040 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 80 | EACH | 5.25 | 420.00 | 6.00 | 480.00 | 0.35 | 28.00 | 10.00 | 800.00 |
| 0041 | 716-01-00100 | Mulch (Vegetative) | 14 | TON | 580.00 | 8,120.00 | 650.00 | 9,100.00 | 550.00 | 7,700.00 | 600.00 | 8,400.00 |
| 0042 | 717-01-00100 | Seeding | 560 | LB | 8.95 | 5,012.00 | 10.00 | 5,600.00 | 8.50 | 4,760.00 | 9.50 | 5,320.00 |
| 0043 | 718-01-00100 | Fertilizer | 7,000 | LB | 0.55 | 3,850.00 | 0.60 | 4,200.00 | 0.50 | 3,500.00 | 0.55 | 3,850.00 |
| 0044 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 10,620 | SQYD | 1.15 | 12,213.00 | 1.25 | 13,275.00 | 1.10 | 11,682.00 | 1.20 | 12,744.00 |
| 0045 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 800 | SQYD | 1.35 | 1,080.00 | 1.50 | 1,200.00 | 1.30 | 1,040.00 | 1.40 | 1,120.00 |
| 0046 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,590 | SQYD | 1.70 | 2,703.00 | 1.75 | 2,782.50 | 1.60 | 2,544.00 | 1.75 | 2,782.50 |
| 0047 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 28,000.00 | 28,000.00 |
| 0048 | 725-01-00100 | Temporary Detour Roads | 645 | SQYD | 155.00 | 99,975.00 | 80.00 | 51,600.00 | 140.00 | 90,300.00 | 100.00 | 64,500.00 |
| 0049 | 726-01-00100 | Bedding Material | 37.1 | CUYD | 79.00 | 2,930.90 | 85.00 | 3,153.50 | 115.00 | 4,266.50 | 100.00 | 3,710.00 |
| 0050 | 727-01-00100 | Mobilization | 1 | LUMP | 480,000.00 | 480,000.00 | 405,000.00 | 405,000.00 | 480,000.00 | 480,000.00 | 350,000.00 | 350,000.00 |
| 0051 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 9 | SQFT | 63.00 | 567.00 | 60.00 | 540.00 | 50.00 | 450.00 | 50.00 | 450.00 |
| 0052 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 95.00 | 190.00 | 100.00 | 200.00 | 90.00 | 180.00 | 100.00 | 200.00 |
| 0053 | 731-02-00100 | Reflectorized Raised Pavement Markers | 102 | EACH | 11.00 | 1,122.00 | 12.00 | 1,224.00 | 10.00 | 1,020.00 | 10.00 | 1,020.00 |
| 0054 | 732-01-02060 | Plastic Pavement Striping (12" Width) (Thermoplastic 125 mil) | 14 | LNFT | 21.00 | 294.00 | 22.00 | 308.00 | 20.00 | 280.00 | 21.00 | 294.00 |
| 0055 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.221 | MILE | 3,300.00 | 7,329.30 | 3,700.00 | 8,217.70 | 3,100.00 | 6,885.10 | 3,500.00 | 7,773.50 |
| 0056 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.111 | MILE | 1,200.00 | 1,333.20 | 1,300.00 | 1,444.30 | 1,100.00 | 1,222.10 | 1,200.00 | 1,333.20 |
| 0057 | 732-05-00100 | Removal of Existing Markings | 2 | MILE | 4,200.00 | 8,400.00 | 4,800.00 | 9,600.00 | 4,000.00 | 8,000.00 | 5,000.00 | 10,000.00 |
| 0058 | 740-01-00100 | Construction Layout | 1 | LUMP | 52,100.00 | 52,100.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 0059 | 804-01-00200 | Precast Concrete Piles (14") | 120 | LNFT | 100.00 | 12,000.00 | 55.00 | 6,600.00 | 35.00 | 4,200.00 | 80.00 | 9,600.00 |
| 0060 | 804-01-00300 | Precast Concrete Piles (16") | 1,500 | LNFT | 52.00 | 78,000.00 | 55.00 | 82,500.00 | 40.00 | 60,000.00 | 65.00 | 97,500.00 |
| 0061 | 804-01-00700 | Precast Concrete Piles (30") | 3,400 | LNFT | 170.00 | 578,000.00 | 142.00 | 482,800.00 | 100.00 | 340,000.00 | 150.00 | 510,000.00 |
| 0062 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.20 | 1.20 | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0063 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 970.00 | 3,880.00 | 7,500.00 | 30,000.00 | 1,000.00 | 4,000.00 | 5,000.00 | 20,000.00 |
| 0064 | 805-01-00700 | Class A Concrete (Bents) | 280.9 | CUYD | 610.00 | 171,349.00 | 850.00 | 238,765.00 | 600.00 | 168,540.00 | 1,400.00 | 393,260.00 |
| 0065 | 805-04-00100 | Class AA(M) Concrete | 1,001.89 | CUYD | 540.00 | 541,020.60 | 675.00 | 676,275.75 | 600.00 | 601,134.00 | 1,000.00 | 1,001,890.00 |
| 0066 | 805-08-00300 | Precast-Prestressed Concrete Girder (Type III) | 5,247 | LNFT | 90.00 | 472,230.00 | 90.00 | 472,230.00 | 180.00 | 944,460.00 | 135.00 | 708,345.00 |
| 0067 | 805-11-00100 | Strip Seal Joints | 200 | LNFT | 180.00 | 36,000.00 | 200.00 | 40,000.00 | 150.00 | 30,000.00 | 200.00 | 40,000.00 |
| 0068 | 806-01-00100 | Deformed Reinforcing Steel | 306,933 | LB | 0.90 | 276,239.70 | 0.95 | 291,586.35 | 0.90 | 276,239.70 | 1.00 | 306,933.00 |
| 0069 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 15,500.00 | 15,500.00 | 3,500.00 | 3,500.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 |
| 0070 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 1,832 | LNFT | 58.00 | 106,256.00 | 69.00 | 126,408.00 | 75.00 | 137,400.00 | 75.00 | 137,400.00 |
| 0071 | 813-01-00100 | Concrete Approach Slabs | 355.56 | SQYD | 210.00 | 74,667.60 | 165.00 | 58,667.40 | 175.00 | 62,223.00 | 225.00 | 80,001.00 |
| 0072 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 846 | INLF | 2.10 | 1,776.60 | 1.70 | 1,438.20 | 5.00 | 4,230.00 | 5.00 | 4,230.00 |
| 0073 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 504 | INLF | 2.10 | 1,058.40 | 1.10 | 554.40 | 6.00 | 3,024.00 | 5.00 | 2,520.00 |
| 0074 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 0.788 | MILE | 400.00 | 315.20 | 6,500.00 | 5,122.00 | 10,000.00 | 7,880.00 | 10,000.00 | 7,880.00 |
| CONTRACTOR TOTAL | 4,836,986.12 | 4,908,639.17 | 5,154,805.61 | 5,595,433.45 | ||||||||