Bid Tabulations
Letting of
01/26/2011
LA DOTD Headquarters
| Lead Project: 834-17-0006 | |
| Parish: Morehouse | |
| Routes: LA 3051 | |
| Description: Drainage Canal Bridges | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $2,185,043.09 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 35849 | T.L. Construction LLC | $1,948,016.72 |
| 2 | 01012 | Cecil D. Gassiott, LLC | $1,973,562.42 |
| 3 | 39580 | Gerace Construction Llc | $1,990,174.44 |
| 4 | 23112 | Ben Allen, Inc. | $1,995,985.09 |
| 5 | 44289 | Jeff Mercer LLC | $2,009,411.87 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $2,067,284.43 |
| 7 | 48925 | David V. Temple | $2,123,995.27 |
| 8 | 36936 | Dirtworks Inc Of Vicksburg | $2,189,984.56 |
| 9 | 18546 | C W & W Contractors, Inc. | $2,497,690.43 |
| 10 | 09090 | Guinn Brothers, LLC. | $2,512,731.52 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - T.L. Construction LLC |
- 2 - Cecil D. Gassiott, LLC |
- 3 - Gerace Construction Llc |
- 4 - Ben Allen, Inc. |
||||
| 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 | 15,000.00 | 15,000.00 | 28,000.00 | 28,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge Sta. 413+40; 39'x20' Timber Trestle Bridge | 1 | EACH | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 407+57; 60'x20' Timber Trestle Bridge | 1 | EACH | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 4,500.00 | 4,500.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 108+90; 39'x20' Timber Trestle Bridge | 1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 839 | LNFT | 6.00 | 5,034.00 | 5.00 | 4,195.00 | 3.00 | 2,517.00 | 4.00 | 3,356.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 6,075.7 | SQYD | 5.00 | 30,378.50 | 3.50 | 21,264.95 | 2.20 | 13,366.54 | 3.50 | 21,264.95 |
| 0007 | 203-02-00100 | Drainage Excavation | 989 | CUYD | 16.00 | 15,824.00 | 25.00 | 24,725.00 | 8.75 | 8,653.75 | 6.00 | 5,934.00 |
| 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | 220,000.00 | 220,000.00 | 165,000.00 | 165,000.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 15.00 | 300.00 | 10.00 | 200.00 | 35.00 | 700.00 | 30.00 | 600.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 3,680 | LNFT | 1.75 | 6,440.00 | 2.50 | 9,200.00 | 1.50 | 5,520.00 | 3.00 | 11,040.00 |
| 0011 | 302-02-01560 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete) | 1,205.8 | SQYD | 18.00 | 21,704.40 | 14.00 | 16,881.20 | 18.00 | 21,704.40 | 18.00 | 21,704.40 |
| 0012 | 302-02-03120 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete) | 9,063.6 | SQYD | 24.00 | 217,526.40 | 20.00 | 181,272.00 | 23.50 | 212,994.60 | 25.00 | 226,590.00 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 75.97 | TON | 200.00 | 15,194.00 | 300.00 | 22,791.00 | 300.00 | 22,791.00 | 380.00 | 28,868.60 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 20.4 | CUYD | 96.00 | 1,958.40 | 100.00 | 2,040.00 | 55.00 | 1,122.00 | 100.00 | 2,040.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 2,618 | TON | 115.00 | 301,070.00 | 110.00 | 287,980.00 | 125.00 | 327,250.00 | 108.00 | 282,744.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 25.5 | TON | 200.00 | 5,100.00 | 185.00 | 4,717.50 | 200.00 | 5,100.00 | 175.00 | 4,462.50 |
| 0017 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 122 | LNFT | 55.00 | 6,710.00 | 65.00 | 7,930.00 | 65.00 | 7,930.00 | 65.00 | 7,930.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 312.5 | LNFT | 18.00 | 5,625.00 | 22.00 | 6,875.00 | 20.00 | 6,250.00 | 24.00 | 7,500.00 |
| 0019 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 24.00 | 2,400.00 | 70.00 | 7,000.00 | 60.00 | 6,000.00 | 68.00 | 6,800.00 |
| 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,000.00 | 12,000.00 | 2,200.00 | 8,800.00 | 2,200.00 | 8,800.00 | 2,400.00 | 9,600.00 |
| 0021 | 708-01-00100 | Right-of-Way Monument | 39 | EACH | 150.00 | 5,850.00 | 250.00 | 9,750.00 | 150.00 | 5,850.00 | 100.00 | 3,900.00 |
| 0022 | 708-02-00100 | Right-of-Way Monument Witness Post | 39 | EACH | 150.00 | 5,850.00 | 60.00 | 2,340.00 | 55.00 | 2,145.00 | 100.00 | 3,900.00 |
| 0023 | 712-04-00100 | Flexible Revetment | 477 | SQYD | 80.00 | 38,160.00 | 70.00 | 33,390.00 | 40.00 | 19,080.00 | 75.00 | 35,775.00 |
| 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 8,000.00 | 8,000.00 | 13,500.00 | 13,500.00 | 18,000.00 | 18,000.00 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.425 | MILE | 200.00 | 85.00 | 2,000.00 | 850.00 | 3,432.59 | 1,458.85 | 2,000.00 | 850.00 |
| 0026 | 717-01-00100 | Seeding | 134 | LB | 15.00 | 2,010.00 | 10.00 | 1,340.00 | 11.00 | 1,474.00 | 10.00 | 1,340.00 |
| 0027 | 718-01-00100 | Fertilizer | 4,460 | LB | 0.50 | 2,230.00 | 0.60 | 2,676.00 | 0.55 | 2,453.00 | 0.50 | 2,230.00 |
| 0028 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 680.56 | SQYD | 1.35 | 918.76 | 2.00 | 1,361.12 | 1.25 | 850.70 | 1.50 | 1,020.84 |
| 0029 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 272.22 | SQYD | 2.00 | 544.44 | 2.00 | 544.44 | 2.00 | 544.44 | 2.00 | 544.44 |
| 0030 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 2,769.78 | SQYD | 1.85 | 5,124.09 | 2.00 | 5,539.56 | 2.00 | 5,539.56 | 2.00 | 5,539.56 |
| 0031 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | 817.4 | SQYD | 2.00 | 1,634.80 | 2.00 | 1,634.80 | 2.75 | 2,247.85 | 2.50 | 2,043.50 |
| 0032 | 726-01-00100 | Bedding Material | 177.31 | CUYD | 85.00 | 15,071.35 | 85.00 | 15,071.35 | 100.00 | 17,731.00 | 100.00 | 17,731.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 140,000.00 | 140,000.00 | 165,000.00 | 165,000.00 | 170,000.00 | 170,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 150.00 | 600.00 | 75.00 | 300.00 | 80.00 | 320.00 | 80.00 | 320.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 56 | EACH | 24.00 | 1,344.00 | 20.00 | 1,120.00 | 22.00 | 1,232.00 | 22.00 | 1,232.00 |
| 0036 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 0.85 | MILE | 5,000.00 | 4,250.00 | 4,500.00 | 3,825.00 | 4,500.00 | 3,825.00 | 4,620.00 | 3,927.00 |
| 0037 | 732-03-01000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 40 mil) | 0.425 | MILE | 3,500.00 | 1,487.50 | 3,000.00 | 1,275.00 | 3,300.00 | 1,402.50 | 3,300.00 | 1,402.50 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 0039 | 804-01-00600 | Precast Concrete Piles (24") | 780 | LNFT | 200.00 | 156,000.00 | 120.00 | 93,600.00 | 100.00 | 78,000.00 | 165.00 | 128,700.00 |
| 0040 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 7,500.00 | 7,500.00 | 0.00 | 0.00 |
| 0041 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 156.6 | CUYD | 1,000.00 | 156,600.00 | 1,000.00 | 156,600.00 | 1,200.00 | 187,920.00 | 1,000.00 | 156,600.00 |
| 0042 | 805-01-00700 | Class A Concrete (Bents) | 47.19 | CUYD | 1,100.00 | 51,909.00 | 1,150.00 | 54,268.50 | 1,000.00 | 47,190.00 | 750.00 | 35,392.50 |
| 0043 | 805-04-00100 | Class AA(M) Concrete | 82.95 | CUYD | 1,000.00 | 82,950.00 | 1,050.00 | 87,097.50 | 1,000.00 | 82,950.00 | 1,000.00 | 82,950.00 |
| 0044 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 632 | LNFT | 80.00 | 50,560.00 | 76.00 | 48,032.00 | 60.00 | 37,920.00 | 81.00 | 51,192.00 |
| 0045 | 805-11-00100 | Strip Seal Joints | 80 | LNFT | 200.00 | 16,000.00 | 175.00 | 14,000.00 | 225.00 | 18,000.00 | 174.00 | 13,920.00 |
| 0046 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 258 | LNFT | 450.00 | 116,100.00 | 475.00 | 122,550.00 | 375.00 | 96,750.00 | 425.00 | 109,650.00 |
| 0047 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 267 | LNFT | 600.00 | 160,200.00 | 550.00 | 146,850.00 | 500.00 | 133,500.00 | 550.00 | 146,850.00 |
| 0048 | 806-01-00100 | Deformed Reinforcing Steel | 45,419 | LB | 1.32 | 59,953.08 | 1.50 | 68,128.50 | 0.75 | 34,064.25 | 0.70 | 31,793.30 |
| 0049 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 4,400.00 | 4,400.00 | 3,300.00 | 3,300.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0050 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 160 | LNFT | 85.00 | 13,600.00 | 85.00 | 13,600.00 | 127.00 | 20,320.00 | 85.00 | 13,600.00 |
| 0051 | 813-01-00100 | Concrete Approach Slabs | 363.9 | SQYD | 210.00 | 76,419.00 | 230.00 | 83,697.00 | 220.00 | 80,058.00 | 230.00 | 83,697.00 |
| 0052 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 590 | INLF | 10.00 | 5,900.00 | 5.00 | 2,950.00 | 1.10 | 649.00 | 5.00 | 2,950.00 |
| CONTRACTOR TOTAL | 1,948,016.72 | 1,973,562.42 | 1,990,174.44 | 1,995,985.09 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jeff Mercer LLC |
- 6 - Gilchrist Construction Co. LLC |
- 7 - David V. Temple |
- 8 - Dirtworks Inc Of Vicksburg |
||||
| 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 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 22,300.00 | 22,300.00 | 9,000.00 | 9,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge Sta. 413+40; 39'x20' Timber Trestle Bridge | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 407+57; 60'x20' Timber Trestle Bridge | 1 | EACH | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 108+90; 39'x20' Timber Trestle Bridge | 1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 50,000.00 | 50,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 839 | LNFT | 5.00 | 4,195.00 | 5.00 | 4,195.00 | 1.00 | 839.00 | 6.00 | 5,034.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 6,075.7 | SQYD | 4.50 | 27,340.65 | 6.00 | 36,454.20 | 10.00 | 60,757.00 | 3.00 | 18,227.10 |
| 0007 | 203-02-00100 | Drainage Excavation | 989 | CUYD | 14.00 | 13,846.00 | 10.00 | 9,890.00 | 25.00 | 24,725.00 | 6.00 | 5,934.00 |
| 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 190,000.00 | 190,000.00 | 175,000.00 | 175,000.00 | 238,000.00 | 238,000.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 5.00 | 100.00 | 30.00 | 600.00 | 16.50 | 330.00 | 1.00 | 20.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 3,680 | LNFT | 2.00 | 7,360.00 | 2.40 | 8,832.00 | 2.50 | 9,200.00 | 1.00 | 3,680.00 |
| 0011 | 302-02-01560 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete) | 1,205.8 | SQYD | 28.00 | 33,762.40 | 21.00 | 25,321.80 | 15.00 | 18,087.00 | 19.00 | 22,910.20 |
| 0012 | 302-02-03120 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete) | 9,063.6 | SQYD | 35.00 | 317,226.00 | 23.00 | 208,462.80 | 15.00 | 135,954.00 | 19.00 | 172,208.40 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 75.97 | TON | 200.00 | 15,194.00 | 370.00 | 28,108.90 | 375.00 | 28,488.75 | 325.00 | 24,690.25 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 20.4 | CUYD | 35.00 | 714.00 | 145.00 | 2,958.00 | 25.00 | 510.00 | 100.00 | 2,040.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 2,618 | TON | 115.00 | 301,070.00 | 90.00 | 235,620.00 | 108.90 | 285,100.20 | 140.00 | 366,520.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 25.5 | TON | 160.00 | 4,080.00 | 225.00 | 5,737.50 | 192.50 | 4,908.75 | 210.00 | 5,355.00 |
| 0017 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 122 | LNFT | 60.00 | 7,320.00 | 95.00 | 11,590.00 | 45.00 | 5,490.00 | 60.00 | 7,320.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 312.5 | LNFT | 20.00 | 6,250.00 | 22.00 | 6,875.00 | 19.80 | 6,187.50 | 26.00 | 8,125.00 |
| 0019 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 58.00 | 5,800.00 | 74.00 | 7,400.00 | 59.40 | 5,940.00 | 74.00 | 7,400.00 |
| 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,250.00 | 9,000.00 | 2,300.00 | 9,200.00 | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 |
| 0021 | 708-01-00100 | Right-of-Way Monument | 39 | EACH | 185.00 | 7,215.00 | 320.00 | 12,480.00 | 150.00 | 5,850.00 | 100.00 | 3,900.00 |
| 0022 | 708-02-00100 | Right-of-Way Monument Witness Post | 39 | EACH | 180.00 | 7,020.00 | 320.00 | 12,480.00 | 150.00 | 5,850.00 | 100.00 | 3,900.00 |
| 0023 | 712-04-00100 | Flexible Revetment | 477 | SQYD | 65.00 | 31,005.00 | 55.00 | 26,235.00 | 93.50 | 44,599.50 | 100.00 | 47,700.00 |
| 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,500.00 | 18,500.00 | 17,000.00 | 17,000.00 | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.425 | MILE | 2,500.00 | 1,062.50 | 1,300.00 | 552.50 | 3,000.00 | 1,275.00 | 500.00 | 212.50 |
| 0026 | 717-01-00100 | Seeding | 134 | LB | 8.00 | 1,072.00 | 11.50 | 1,541.00 | 11.00 | 1,474.00 | 10.00 | 1,340.00 |
| 0027 | 718-01-00100 | Fertilizer | 4,460 | LB | 0.39 | 1,739.40 | 0.60 | 2,676.00 | 0.55 | 2,453.00 | 0.80 | 3,568.00 |
| 0028 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 680.56 | SQYD | 1.10 | 748.62 | 1.35 | 918.76 | 1.32 | 898.34 | 6.00 | 4,083.36 |
| 0029 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 272.22 | SQYD | 1.80 | 490.00 | 2.10 | 571.66 | 2.04 | 555.33 | 6.00 | 1,633.32 |
| 0030 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 2,769.78 | SQYD | 3.40 | 9,417.25 | 2.10 | 5,816.54 | 2.04 | 5,650.35 | 6.00 | 16,618.68 |
| 0031 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | 817.4 | SQYD | 4.00 | 3,269.60 | 2.80 | 2,288.72 | 2.75 | 2,247.85 | 6.00 | 4,904.40 |
| 0032 | 726-01-00100 | Bedding Material | 177.31 | CUYD | 100.00 | 17,731.00 | 105.00 | 18,617.55 | 100.00 | 17,731.00 | 100.00 | 17,731.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | 200,000.00 | 200,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 150.00 | 600.00 | 74.00 | 296.00 | 82.50 | 330.00 | 90.00 | 360.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 56 | EACH | 20.00 | 1,120.00 | 22.00 | 1,232.00 | 22.00 | 1,232.00 | 22.00 | 1,232.00 |
| 0036 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 0.85 | MILE | 4,200.00 | 3,570.00 | 4,800.00 | 4,080.00 | 4,620.00 | 3,927.00 | 4,400.00 | 3,740.00 |
| 0037 | 732-03-01000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 40 mil) | 0.425 | MILE | 3,000.00 | 1,275.00 | 3,400.00 | 1,445.00 | 3,300.00 | 1,402.50 | 4,000.00 | 1,700.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 0039 | 804-01-00600 | Precast Concrete Piles (24") | 780 | LNFT | 130.00 | 101,400.00 | 130.00 | 101,400.00 | 125.00 | 97,500.00 | 150.00 | 117,000.00 |
| 0040 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 7,600.00 | 7,600.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 |
| 0041 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 156.6 | CUYD | 1,050.00 | 164,430.00 | 700.00 | 109,620.00 | 935.00 | 146,421.00 | 925.00 | 144,855.00 |
| 0042 | 805-01-00700 | Class A Concrete (Bents) | 47.19 | CUYD | 1,350.00 | 63,706.50 | 1,500.00 | 70,785.00 | 700.00 | 33,033.00 | 1,000.00 | 47,190.00 |
| 0043 | 805-04-00100 | Class AA(M) Concrete | 82.95 | CUYD | 1,150.00 | 95,392.50 | 1,400.00 | 116,130.00 | 700.00 | 58,065.00 | 770.00 | 63,871.50 |
| 0044 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 632 | LNFT | 80.00 | 50,560.00 | 80.00 | 50,560.00 | 90.60 | 57,259.20 | 90.00 | 56,880.00 |
| 0045 | 805-11-00100 | Strip Seal Joints | 80 | LNFT | 285.00 | 22,800.00 | 180.00 | 14,400.00 | 200.00 | 16,000.00 | 260.00 | 20,800.00 |
| 0046 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 258 | LNFT | 455.00 | 117,390.00 | 480.00 | 123,840.00 | 412.50 | 106,425.00 | 400.00 | 103,200.00 |
| 0047 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 267 | LNFT | 615.00 | 164,205.00 | 500.00 | 133,500.00 | 638.00 | 170,346.00 | 525.00 | 140,175.00 |
| 0048 | 806-01-00100 | Deformed Reinforcing Steel | 45,419 | LB | 1.05 | 47,689.95 | 1.00 | 45,419.00 | 2.00 | 90,838.00 | 1.15 | 52,231.85 |
| 0049 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 8,600.00 | 8,600.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 |
| 0050 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 160 | LNFT | 155.00 | 24,800.00 | 75.00 | 12,000.00 | 70.00 | 11,200.00 | 90.00 | 14,400.00 |
| 0051 | 813-01-00100 | Concrete Approach Slabs | 363.9 | SQYD | 255.00 | 92,794.50 | 255.00 | 92,794.50 | 350.00 | 127,365.00 | 260.00 | 94,614.00 |
| 0052 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 590 | INLF | 5.00 | 2,950.00 | 4.00 | 2,360.00 | 5.00 | 2,950.00 | 2.00 | 1,180.00 |
| CONTRACTOR TOTAL | 2,009,411.87 | 2,067,284.43 | 2,123,995.27 | 2,189,984.56 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - C W & W Contractors, Inc. |
- 10 - Guinn Brothers, LLC. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge Sta. 413+40; 39'x20' Timber Trestle Bridge | 1 | EACH | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 407+57; 60'x20' Timber Trestle Bridge | 1 | EACH | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 108+90; 39'x20' Timber Trestle Bridge | 1 | EACH | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 839 | LNFT | 15.00 | 12,585.00 | 6.00 | 5,034.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 6,075.7 | SQYD | 5.00 | 30,378.50 | 6.00 | 36,454.20 |
| 0007 | 203-02-00100 | Drainage Excavation | 989 | CUYD | 15.00 | 14,835.00 | 10.00 | 9,890.00 |
| 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 325,000.00 | 325,000.00 | 325,000.00 | 325,000.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 10.00 | 200.00 | 10.00 | 200.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 3,680 | LNFT | 3.00 | 11,040.00 | 3.00 | 11,040.00 |
| 0011 | 302-02-01560 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete) | 1,205.8 | SQYD | 14.00 | 16,881.20 | 15.00 | 18,087.00 |
| 0012 | 302-02-03120 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete) | 9,063.6 | SQYD | 22.00 | 199,399.20 | 24.00 | 217,526.40 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 75.97 | TON | 200.00 | 15,194.00 | 500.00 | 37,985.00 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 20.4 | CUYD | 100.00 | 2,040.00 | 100.00 | 2,040.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 2,618 | TON | 150.00 | 392,700.00 | 135.00 | 353,430.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 25.5 | TON | 400.00 | 10,200.00 | 250.00 | 6,375.00 |
| 0017 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 122 | LNFT | 60.00 | 7,320.00 | 120.00 | 14,640.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 312.5 | LNFT | 25.00 | 7,812.50 | 25.00 | 7,812.50 |
| 0019 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 62.00 | 6,200.00 |
| 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 |
| 0021 | 708-01-00100 | Right-of-Way Monument | 39 | EACH | 300.00 | 11,700.00 | 175.00 | 6,825.00 |
| 0022 | 708-02-00100 | Right-of-Way Monument Witness Post | 39 | EACH | 300.00 | 11,700.00 | 175.00 | 6,825.00 |
| 0023 | 712-04-00100 | Flexible Revetment | 477 | SQYD | 80.00 | 38,160.00 | 85.00 | 40,545.00 |
| 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.425 | MILE | 12,000.00 | 5,100.00 | 5,000.00 | 2,125.00 |
| 0026 | 717-01-00100 | Seeding | 134 | LB | 25.00 | 3,350.00 | 25.00 | 3,350.00 |
| 0027 | 718-01-00100 | Fertilizer | 4,460 | LB | 1.50 | 6,690.00 | 1.00 | 4,460.00 |
| 0028 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 680.56 | SQYD | 2.00 | 1,361.12 | 2.25 | 1,531.26 |
| 0029 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 272.22 | SQYD | 2.25 | 612.50 | 3.25 | 884.72 |
| 0030 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 2,769.78 | SQYD | 2.25 | 6,232.01 | 3.25 | 9,001.79 |
| 0031 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | 817.4 | SQYD | 2.25 | 1,839.15 | 3.25 | 2,656.55 |
| 0032 | 726-01-00100 | Bedding Material | 177.31 | CUYD | 125.00 | 22,163.75 | 130.00 | 23,050.30 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 56 | EACH | 20.00 | 1,120.00 | 15.00 | 840.00 |
| 0036 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 0.85 | MILE | 6,000.00 | 5,100.00 | 3,500.00 | 2,975.00 |
| 0037 | 732-03-01000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 40 mil) | 0.425 | MILE | 3,500.00 | 1,487.50 | 2,000.00 | 850.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 0039 | 804-01-00600 | Precast Concrete Piles (24") | 780 | LNFT | 170.00 | 132,600.00 | 138.00 | 107,640.00 |
| 0040 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 |
| 0041 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 156.6 | CUYD | 1,250.00 | 195,750.00 | 1,250.00 | 195,750.00 |
| 0042 | 805-01-00700 | Class A Concrete (Bents) | 47.19 | CUYD | 900.00 | 42,471.00 | 1,300.00 | 61,347.00 |
| 0043 | 805-04-00100 | Class AA(M) Concrete | 82.95 | CUYD | 800.00 | 66,360.00 | 1,000.00 | 82,950.00 |
| 0044 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 632 | LNFT | 100.00 | 63,200.00 | 120.00 | 75,840.00 |
| 0045 | 805-11-00100 | Strip Seal Joints | 80 | LNFT | 130.00 | 10,400.00 | 225.00 | 18,000.00 |
| 0046 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 258 | LNFT | 400.00 | 103,200.00 | 440.00 | 113,520.00 |
| 0047 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 267 | LNFT | 670.00 | 178,890.00 | 640.00 | 170,880.00 |
| 0048 | 806-01-00100 | Deformed Reinforcing Steel | 45,419 | LB | 3.00 | 136,257.00 | 1.20 | 54,502.80 |
| 0049 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 |
| 0050 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 160 | LNFT | 100.00 | 16,000.00 | 80.00 | 12,800.00 |
| 0051 | 813-01-00100 | Concrete Approach Slabs | 363.9 | SQYD | 200.00 | 72,780.00 | 230.00 | 83,697.00 |
| 0052 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 590 | INLF | 2.00 | 1,180.00 | 3.00 | 1,770.00 |
| CONTRACTOR TOTAL | 2,497,690.43 | 2,512,731.52 | ||||||