Bid Tabulations
Letting of
08/31/2011
LA DOTD Headquarters
| Lead Project: 742-38-0006-R1 | |
| Parish: Plaquemines | |
| Routes: | |
| Description: F. EDWARD HEBERT BOULEVARD IMPROVEMENTS | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, PERMEABLE BASE, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $2,638,843.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $2,131,068.70 |
| 2 | 06276 | Barriere Construction Co., LLC | $2,179,797.50 |
| 3 | 12198 | Byron E. Talbot Contractor, Inc. | $2,449,961.46 |
| 4 | 02179 | Boh Bros. Construction Co., LLC. | $2,467,012.00 |
| 5 | 39462 | Jb James Construction Llc | $2,882,618.85 |
| 6 | 24901 | Hard Rock Construction LLC | $2,910,206.70 |
| 7 | 52550 | Gibbs & Register Inc. | $2,996,649.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - Barriere Construction Co., LLC |
- 3 - Byron E. Talbot Contractor, Inc. |
- 4 - Boh Bros. Construction Co., LLC. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 |
| 0002 | 202-02-38500 | Removal of Surfacing and Stablized Base | 225 | SQYD | 50.00 | 11,250.00 | 25.00 | 5,625.00 | 6.50 | 1,462.50 | 10.00 | 2,250.00 |
| 0003 | 203-01-00100 | General Excavation | 10,926.6 | CUYD | 10.00 | 109,266.00 | 9.50 | 103,802.70 | 10.00 | 109,266.00 | 12.00 | 131,119.20 |
| 0004 | 203-03-00100 | Embankment | 3,848 | CUYD | 8.00 | 30,784.00 | 9.00 | 34,632.00 | 24.00 | 92,352.00 | 20.00 | 76,960.00 |
| 0005 | 203-04-00100 | Nonplastic Embankment | 19 | CUYD | 125.00 | 2,375.00 | 144.00 | 2,736.00 | 100.00 | 1,900.00 | 20.00 | 380.00 |
| 0006 | 203-06-00100 | Excavation and Embankment | 500 | LNFT | 1.00 | 500.00 | 14.00 | 7,000.00 | 8.00 | 4,000.00 | 6.00 | 3,000.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 210 | CUYD | 15.00 | 3,150.00 | 112.00 | 23,520.00 | 34.85 | 7,318.50 | 20.00 | 4,200.00 |
| 0008 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 18,312.1 | SQYD | 1.00 | 18,312.10 | 8.00 | 146,496.80 | 15.00 | 274,681.50 | 13.00 | 238,057.30 |
| 0009 | 307-01-01000 | Permeable Base (4" Thick) | 7,048.5 | SQYD | 15.00 | 105,727.50 | 25.00 | 176,212.50 | 27.55 | 194,186.18 | 10.00 | 70,485.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 90.9 | CUYD | 85.00 | 7,726.50 | 50.00 | 4,545.00 | 66.00 | 5,999.40 | 20.00 | 1,818.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 3,228 | TON | 115.00 | 371,220.00 | 117.00 | 377,676.00 | 122.00 | 393,816.00 | 110.00 | 355,080.00 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 154.5 | TON | 185.00 | 28,582.50 | 185.00 | 28,582.50 | 196.00 | 30,282.00 | 200.00 | 30,900.00 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement | 16,785.9 | SQYD | 5.00 | 83,929.50 | 3.00 | 50,357.70 | 5.35 | 89,804.57 | 4.00 | 67,143.60 |
| 0014 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 2,250 | SQYD | 85.00 | 191,250.00 | 64.00 | 144,000.00 | 90.00 | 202,500.00 | 95.00 | 213,750.00 |
| 0015 | 601-01-00100 | Portland Cement Concrete Pavement (8" Thick) | 7,258.2 | SQYD | 60.00 | 435,492.00 | 53.00 | 384,684.60 | 52.75 | 382,870.05 | 45.00 | 326,619.00 |
| 0016 | 601-02-00700 | Portland Cement Concrete Pavement (8" Thick) (Crossovers & Turnouts) | 105 | SQYD | 250.00 | 26,250.00 | 80.00 | 8,400.00 | 70.00 | 7,350.00 | 50.00 | 5,250.00 |
| 0017 | 601-03-00700 | Portland Cement Concrete Shoulder (8" Thick) | 3,425.2 | SQYD | 60.00 | 205,512.00 | 53.00 | 181,535.60 | 43.00 | 147,283.60 | 45.00 | 154,134.00 |
| 0018 | 701-01-01080 | Cross Drain Pipe (48" RCP/PP) | 50 | LNFT | 250.00 | 12,500.00 | 250.00 | 12,500.00 | 220.00 | 11,000.00 | 325.00 | 16,250.00 |
| 0019 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 40 | LNFT | 200.00 | 8,000.00 | 220.00 | 8,800.00 | 114.00 | 4,560.00 | 185.00 | 7,400.00 |
| 0020 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 40 | LNFT | 35.00 | 1,400.00 | 100.00 | 4,000.00 | 43.00 | 1,720.00 | 140.00 | 5,600.00 |
| 0021 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 80 | LNFT | 45.00 | 3,600.00 | 130.00 | 10,400.00 | 60.00 | 4,800.00 | 155.00 | 12,400.00 |
| 0022 | 702-04-00200 | Adjusting Catch Basins | 9 | EACH | 2,000.00 | 18,000.00 | 750.00 | 6,750.00 | 550.00 | 4,950.00 | 2,000.00 | 18,000.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 270,000.00 | 270,000.00 |
| 0024 | 713-02-00200 | Temporary Pavement Markings (6" Width) | 250 | LNFT | 1.00 | 250.00 | 0.15 | 37.50 | 0.20 | 50.00 | 1.00 | 250.00 |
| 0025 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 250 | LNFT | 1.00 | 250.00 | 0.22 | 55.00 | 0.25 | 62.50 | 1.00 | 250.00 |
| 0026 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 500 | LNFT | 2.00 | 1,000.00 | 0.75 | 375.00 | 0.80 | 400.00 | 1.50 | 750.00 |
| 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.2 | MILE | 1,000.00 | 1,200.00 | 700.00 | 840.00 | 585.00 | 702.00 | 1,000.00 | 1,200.00 |
| 0028 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 525 | EACH | 5.00 | 2,625.00 | 1.50 | 787.50 | 5.60 | 2,940.00 | 10.00 | 5,250.00 |
| 0029 | 723-01-00100 | Granular Material (Net Section) | 2,262.6 | CUYD | 25.00 | 56,565.00 | 24.00 | 54,302.40 | 28.30 | 64,031.58 | 20.00 | 45,252.00 |
| 0030 | 726-01-00100 | Bedding Material | 16.9 | CUYD | 60.00 | 1,014.00 | 285.00 | 4,816.50 | 75.00 | 1,267.50 | 125.00 | 2,112.50 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 200,000.00 | 200,000.00 | 160,000.00 | 160,000.00 | 190,000.00 | 190,000.00 | 200,000.00 | 200,000.00 |
| 0032 | 729-01-00100 | Sign (Type A) | 125 | SQFT | 30.00 | 3,750.00 | 32.00 | 4,000.00 | 26.50 | 3,312.50 | 27.00 | 3,375.00 |
| 0033 | 729-08-00100 | Mounting (2 1/2" Size Post) | 35 | EACH | 400.00 | 14,000.00 | 700.00 | 24,500.00 | 925.00 | 32,375.00 | 1,000.00 | 35,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 85.00 | 340.00 | 85.00 | 340.00 | 86.00 | 344.00 |
| 0035 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 200 | EACH | 12.00 | 2,400.00 | 11.00 | 2,200.00 | 10.60 | 2,120.00 | 11.00 | 2,200.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 225 | EACH | 5.00 | 1,125.00 | 6.00 | 1,350.00 | 5.60 | 1,260.00 | 6.00 | 1,350.00 |
| 0037 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 200 | LNFT | 2.00 | 400.00 | 1.50 | 300.00 | 1.45 | 290.00 | 2.00 | 400.00 |
| 0038 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 500 | LNFT | 6.00 | 3,000.00 | 5.00 | 2,500.00 | 4.75 | 2,375.00 | 5.00 | 2,500.00 |
| 0039 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.2 | MILE | 2,600.00 | 3,120.00 | 3,100.00 | 3,720.00 | 3,100.00 | 3,720.00 | 3,100.00 | 3,720.00 |
| 0040 | 732-02-02020 | Plastic Pavement Striping (Solid Line) (6" Width) (Thermoplastic 90 mil) | 2.752 | MILE | 3,600.00 | 9,907.20 | 4,750.00 | 13,072.00 | 4,800.00 | 13,209.60 | 5,000.00 | 13,760.00 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4 | MILE | 1,000.00 | 4,000.00 | 750.00 | 3,000.00 | 900.00 | 3,600.00 | 1,000.00 | 4,000.00 |
| 0042 | 732-04-01020 | Plastic Pavement Legends and Symbols (Arrow - Straight) | 2 | EACH | 250.00 | 500.00 | 300.00 | 600.00 | 220.00 | 440.00 | 230.00 | 460.00 |
| 0043 | 732-04-02000 | Plastic Pavement Legends and Symbols (Bicycle) | 42 | EACH | 250.00 | 10,500.00 | 375.00 | 15,750.00 | 370.00 | 15,540.00 | 375.00 | 15,750.00 |
| 0044 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 2 | EACH | 250.00 | 500.00 | 300.00 | 600.00 | 240.00 | 480.00 | 250.00 | 500.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 13,900.00 | 13,900.00 | 18,000.00 | 18,000.00 | 32,000.00 | 32,000.00 | 42,467.00 | 42,467.00 |
| 0046 | 741-06-00100 | Relocating Fire Hydrant | 3 | EACH | 6,000.00 | 18,000.00 | 4,000.00 | 12,000.00 | 2,500.00 | 7,500.00 | 4,000.00 | 12,000.00 |
| 0047 | 805-01-00100 | Class A Concrete | 9.5 | CUYD | 1,500.00 | 14,250.00 | 1,750.00 | 16,625.00 | 1,250.00 | 11,875.00 | 1,200.00 | 11,400.00 |
| 0048 | 806-01-00100 | Deformed Reinforcing Steel | 2,400 | LB | 2.00 | 4,800.00 | 1.70 | 4,080.00 | 1.30 | 3,120.00 | 2.00 | 4,800.00 |
| 0049 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 3,420 | INLF | 1.00 | 3,420.00 | 0.75 | 2,565.00 | 0.95 | 3,249.00 | 1.00 | 3,420.00 |
| 0050 | NS-700-00020 | Adjusting Guard Rail | 125 | LNFT | 105.00 | 13,125.00 | 110.00 | 13,750.00 | 16.00 | 2,000.00 | 17.00 | 2,125.00 |
| SUBTOTAL GENERAL | 2,088,728 | 2,130,422 | 2,405,362 | 2,428,932 | ||||||||
| Alternate DA1 | ||||||||||||
| 0051 | 302-02-02080 | Class II Base Course (6" Thick) (Stone) | 1,290.8 | SQYD | 13.00 | 16,780.40 | 19.00 | 24,525.20 | 13.10 | 16,909.48 | 13.00 | 16,780.40 |
| 0052 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 142 | TON | 180.00 | 25,560.00 | 175.00 | 24,850.00 | 195.00 | 27,690.00 | 150.00 | 21,300.00 |
| SUBTOTAL ALT DA1 | 42,340.40 | 49,375.20 | 44,599.48 | 38,080.40 | ||||||||
| CONTRACTOR TOTAL | 2,131,068.70 | 2,179,797.50 | 2,449,961.46 | 2,467,012.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jb James Construction Llc |
- 6 - Hard Rock Construction LLC |
- 7 - Gibbs & Register Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 60,000.00 | 60,000.00 | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 |
| 0002 | 202-02-38500 | Removal of Surfacing and Stablized Base | 225 | SQYD | 6.50 | 1,462.50 | 12.00 | 2,700.00 | 12.00 | 2,700.00 |
| 0003 | 203-01-00100 | General Excavation | 10,926.6 | CUYD | 18.00 | 196,678.80 | 15.00 | 163,899.00 | 15.00 | 163,899.00 |
| 0004 | 203-03-00100 | Embankment | 3,848 | CUYD | 30.00 | 115,440.00 | 1.00 | 3,848.00 | 15.00 | 57,720.00 |
| 0005 | 203-04-00100 | Nonplastic Embankment | 19 | CUYD | 200.00 | 3,800.00 | 100.00 | 1,900.00 | 115.00 | 2,185.00 |
| 0006 | 203-06-00100 | Excavation and Embankment | 500 | LNFT | 15.00 | 7,500.00 | 400.00 | 200,000.00 | 10.00 | 5,000.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 210 | CUYD | 25.00 | 5,250.00 | 20.00 | 4,200.00 | 30.00 | 6,300.00 |
| 0008 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 18,312.1 | SQYD | 14.50 | 265,525.45 | 20.00 | 366,242.00 | 20.00 | 366,242.00 |
| 0009 | 307-01-01000 | Permeable Base (4" Thick) | 7,048.5 | SQYD | 26.00 | 183,261.00 | 26.00 | 183,261.00 | 28.00 | 197,358.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 90.9 | CUYD | 100.00 | 9,090.00 | 66.00 | 5,999.40 | 130.00 | 11,817.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 3,228 | TON | 120.00 | 387,360.00 | 115.00 | 371,220.00 | 116.00 | 374,448.00 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 154.5 | TON | 190.00 | 29,355.00 | 185.00 | 28,582.50 | 187.00 | 28,891.50 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement | 16,785.9 | SQYD | 5.00 | 83,929.50 | 5.00 | 83,929.50 | 5.00 | 83,929.50 |
| 0014 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 2,250 | SQYD | 80.00 | 180,000.00 | 74.00 | 166,500.00 | 74.00 | 166,500.00 |
| 0015 | 601-01-00100 | Portland Cement Concrete Pavement (8" Thick) | 7,258.2 | SQYD | 60.00 | 435,492.00 | 60.00 | 435,492.00 | 77.00 | 558,881.40 |
| 0016 | 601-02-00700 | Portland Cement Concrete Pavement (8" Thick) (Crossovers & Turnouts) | 105 | SQYD | 70.00 | 7,350.00 | 65.00 | 6,825.00 | 77.00 | 8,085.00 |
| 0017 | 601-03-00700 | Portland Cement Concrete Shoulder (8" Thick) | 3,425.2 | SQYD | 65.00 | 222,638.00 | 55.00 | 188,386.00 | 77.00 | 263,740.40 |
| 0018 | 701-01-01080 | Cross Drain Pipe (48" RCP/PP) | 50 | LNFT | 220.00 | 11,000.00 | 350.00 | 17,500.00 | 350.00 | 17,500.00 |
| 0019 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 40 | LNFT | 120.00 | 4,800.00 | 300.00 | 12,000.00 | 250.00 | 10,000.00 |
| 0020 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 40 | LNFT | 75.00 | 3,000.00 | 200.00 | 8,000.00 | 150.00 | 6,000.00 |
| 0021 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 80 | LNFT | 75.00 | 6,000.00 | 185.00 | 14,800.00 | 200.00 | 16,000.00 |
| 0022 | 702-04-00200 | Adjusting Catch Basins | 9 | EACH | 1,500.00 | 13,500.00 | 1,000.00 | 9,000.00 | 1,500.00 | 13,500.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 84,000.00 | 84,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 |
| 0024 | 713-02-00200 | Temporary Pavement Markings (6" Width) | 250 | LNFT | 0.15 | 37.50 | 0.15 | 37.50 | 1.50 | 375.00 |
| 0025 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 250 | LNFT | 0.25 | 62.50 | 0.25 | 62.50 | 1.50 | 375.00 |
| 0026 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 500 | LNFT | 0.75 | 375.00 | 0.40 | 200.00 | 2.50 | 1,250.00 |
| 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.2 | MILE | 550.00 | 660.00 | 550.00 | 660.00 | 1,200.00 | 1,440.00 |
| 0028 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 525 | EACH | 5.50 | 2,887.50 | 5.25 | 2,756.25 | 6.00 | 3,150.00 |
| 0029 | 723-01-00100 | Granular Material (Net Section) | 2,262.6 | CUYD | 30.00 | 67,878.00 | 30.00 | 67,878.00 | 20.00 | 45,252.00 |
| 0030 | 726-01-00100 | Bedding Material | 16.9 | CUYD | 80.00 | 1,352.00 | 62.00 | 1,047.80 | 55.00 | 929.50 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 280,000.00 | 280,000.00 | 300,000.00 | 300,000.00 | 199,000.00 | 199,000.00 |
| 0032 | 729-01-00100 | Sign (Type A) | 125 | SQFT | 35.00 | 4,375.00 | 26.00 | 3,250.00 | 31.00 | 3,875.00 |
| 0033 | 729-08-00100 | Mounting (2 1/2" Size Post) | 35 | EACH | 450.00 | 15,750.00 | 875.00 | 30,625.00 | 415.00 | 14,525.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 75.00 | 300.00 | 80.00 | 320.00 |
| 0035 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 200 | EACH | 10.00 | 2,000.00 | 10.00 | 2,000.00 | 13.00 | 2,600.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 225 | EACH | 5.50 | 1,237.50 | 5.25 | 1,181.25 | 5.40 | 1,215.00 |
| 0037 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 200 | LNFT | 1.50 | 300.00 | 1.35 | 270.00 | 2.20 | 440.00 |
| 0038 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 500 | LNFT | 5.00 | 2,500.00 | 4.50 | 2,250.00 | 6.50 | 3,250.00 |
| 0039 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.2 | MILE | 3,000.00 | 3,600.00 | 2,950.00 | 3,540.00 | 2,700.00 | 3,240.00 |
| 0040 | 732-02-02020 | Plastic Pavement Striping (Solid Line) (6" Width) (Thermoplastic 90 mil) | 2.752 | MILE | 4,800.00 | 13,209.60 | 4,000.00 | 11,008.00 | 3,900.00 | 10,732.80 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4 | MILE | 900.00 | 3,600.00 | 850.00 | 3,400.00 | 1,140.00 | 4,560.00 |
| 0042 | 732-04-01020 | Plastic Pavement Legends and Symbols (Arrow - Straight) | 2 | EACH | 230.00 | 460.00 | 205.00 | 410.00 | 270.00 | 540.00 |
| 0043 | 732-04-02000 | Plastic Pavement Legends and Symbols (Bicycle) | 42 | EACH | 400.00 | 16,800.00 | 375.00 | 15,750.00 | 270.00 | 11,340.00 |
| 0044 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 2 | EACH | 250.00 | 500.00 | 225.00 | 450.00 | 270.00 | 540.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | 80,000.00 | 80,000.00 |
| 0046 | 741-06-00100 | Relocating Fire Hydrant | 3 | EACH | 6,000.00 | 18,000.00 | 2,500.00 | 7,500.00 | 2,000.00 | 6,000.00 |
| 0047 | 805-01-00100 | Class A Concrete | 9.5 | CUYD | 1,300.00 | 12,350.00 | 1,500.00 | 14,250.00 | 4,000.00 | 38,000.00 |
| 0048 | 806-01-00100 | Deformed Reinforcing Steel | 2,400 | LB | 1.20 | 2,880.00 | 2.00 | 4,800.00 | 1.40 | 3,360.00 |
| 0049 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 3,420 | INLF | 1.50 | 5,130.00 | 1.00 | 3,420.00 | 2.15 | 7,353.00 |
| 0050 | NS-700-00020 | Adjusting Guard Rail | 125 | LNFT | 120.00 | 15,000.00 | 20.00 | 2,500.00 | 110.00 | 13,750.00 |
| SUBTOTAL GENERAL | 2,837,697 | 2,858,831 | 2,938,109 | |||||||
| Alternate DA1 | ||||||||||
| 0051 | 302-02-02080 | Class II Base Course (6" Thick) (Stone) | 1,290.8 | SQYD | 15.00 | 19,362.00 | 20.00 | 25,816.00 | 25.00 | 32,270.00 |
| 0052 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 142 | TON | 180.00 | 25,560.00 | 180.00 | 25,560.00 | 185.00 | 26,270.00 |
| SUBTOTAL ALT DA1 | 44,922.00 | 51,376.00 | 58,540.00 | |||||||
| CONTRACTOR TOTAL | 2,882,618.85 | 2,910,206.70 | 2,996,649.10 | |||||||