Bid Tabulations
Letting of
09/12/2012
LA DOTD Headquarters
| Lead Project: H.002463.6 | |
| Parish: Tangipahoa | |
| Routes: LA 440 | |
| Description: Gill Creek & Creek Bridges | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPAHLTIC CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $1,386,303.90 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39462 | Jb James Construction Llc | $1,493,577.91 |
| 2 | 14422 | T. L. Wallace Construction, Inc. | $1,497,021.85 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $1,562,340.04 |
| 4 | 55519 | Key, LLC Of Mississippi | $1,613,501.03 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $1,677,006.81 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Jb James Construction Llc |
- 2 - T. L. Wallace Construction, Inc. |
- 3 - Coastal Bridge Co., L.L.C. |
- 4 - Key, LLC Of Mississippi |
||||
| 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 | 90,000.00 | 90,000.00 | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,000.00 | 2,000.00 | 1,203.00 | 1,203.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STR. NO. 62532760307081 (STA. 105+85.13; 19.0' x39.0' TIMBER TRESTLE BRIDGE) | 1 | EACH | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 6,000.00 | 6,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STR. NO. 62532760304981 (STA. 117 + 26.14; 23.0' x77.0' TIMBER TRESTLE BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 488.9 | LNFT | 4.00 | 1,955.60 | 3.05 | 1,491.15 | 3.00 | 1,466.70 | 3.00 | 1,466.70 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,598.1 | SQYD | 5.00 | 12,990.50 | 3.30 | 8,573.73 | 3.50 | 9,093.35 | 6.00 | 15,588.60 |
| 0007 | 203-01-00100 | General Excavation | 773 | CUYD | 9.00 | 6,957.00 | 6.10 | 4,715.30 | 6.50 | 5,024.50 | 12.00 | 9,276.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 1,100 | CUYD | 14.00 | 15,400.00 | 8.35 | 9,185.00 | 17.00 | 18,700.00 | 18.00 | 19,800.00 |
| 0009 | 203-03-00100 | Embankment | 3,360 | CUYD | 22.00 | 73,920.00 | 22.00 | 73,920.00 | 24.00 | 80,640.00 | 25.00 | 84,000.00 |
| 0010 | 204-02-00100 | Temporary Hay or Straw Bales | 200 | EACH | 10.00 | 2,000.00 | 13.00 | 2,600.00 | 13.00 | 2,600.00 | 12.50 | 2,500.00 |
| 0011 | 204-03-00100 | Temporary Slope Drains | 800 | LNFT | 12.00 | 9,600.00 | 20.00 | 16,000.00 | 22.00 | 17,600.00 | 14.00 | 11,200.00 |
| 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 24 | EACH | 120.00 | 2,880.00 | 110.00 | 2,640.00 | 85.00 | 2,040.00 | 110.00 | 2,640.00 |
| 0013 | 204-06-00100 | Temporary Silt Fencing | 2,407 | LNFT | 2.00 | 4,814.00 | 1.70 | 4,091.90 | 1.80 | 4,332.60 | 3.75 | 9,026.25 |
| 0014 | 302-02-01061 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 718.7 | SQYD | 14.00 | 10,061.80 | 26.00 | 18,686.20 | 27.50 | 19,764.25 | 23.00 | 16,530.10 |
| 0015 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 3,273.3 | SQYD | 26.00 | 85,105.80 | 42.00 | 137,478.60 | 45.25 | 148,116.83 | 35.00 | 114,565.50 |
| 0016 | 401-01-00100 | Aggregate Surface Course (Net Section) | 9.8 | CUYD | 110.00 | 1,078.00 | 31.00 | 303.80 | 33.00 | 323.40 | 110.00 | 1,078.00 |
| 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 65.00 | 6,500.00 | 31.00 | 3,100.00 | 33.00 | 3,300.00 | 85.00 | 8,500.00 |
| 0018 | 502-01-00100 | Superpave Asphaltic Concrete | 814.5 | TON | 120.00 | 97,740.00 | 145.00 | 118,102.50 | 155.00 | 126,247.50 | 142.00 | 115,659.00 |
| 0019 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 6.7 | TON | 250.00 | 1,675.00 | 105.00 | 703.50 | 115.00 | 770.50 | 103.00 | 690.10 |
| 0020 | 509-01-00100 | Cold Planing Asphaltic Pavement | 343.3 | SQYD | 15.00 | 5,149.50 | 20.41 | 7,006.75 | 22.00 | 7,552.60 | 20.00 | 6,866.00 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -19.2 | CUYD | 0.01 | -0.19 | 0.10 | -1.92 | 0.01 | -0.19 | 0.10 | -1.92 |
| 0022 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 60 | LNFT | 60.00 | 3,600.00 | 46.00 | 2,760.00 | 50.00 | 3,000.00 | 65.00 | 3,900.00 |
| 0023 | 702-06-01000 | Side Drain End Treatment (1 Barrel, 18" RCP/PP or 24" CMP) | 2 | EACH | 900.00 | 1,800.00 | 1,500.00 | 3,000.00 | 1,650.00 | 3,300.00 | 1,700.00 | 3,400.00 |
| 0024 | 704-03-00100 | Blocked Out Guard Rail | 900 | LNFT | 17.00 | 15,300.00 | 17.00 | 15,300.00 | 18.75 | 16,875.00 | 17.00 | 15,300.00 |
| 0025 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 65.00 | 13,000.00 | 66.00 | 13,200.00 | 71.00 | 14,200.00 | 65.00 | 13,000.00 |
| 0026 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 2,200.00 | 4,400.00 | 2,000.00 | 4,000.00 |
| 0027 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 5 | EACH | 2,100.00 | 10,500.00 | 2,100.00 | 10,500.00 | 2,300.00 | 11,500.00 | 2,100.00 | 10,500.00 |
| 0028 | 712-04-00100 | Flexible Revetment | 1,180 | SQYD | 60.00 | 70,800.00 | 54.00 | 63,720.00 | 54.00 | 63,720.00 | 75.00 | 88,500.00 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 8,700.00 | 8,700.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0030 | 717-01-00100 | Seeding | 42 | LB | 12.00 | 504.00 | 15.00 | 630.00 | 16.50 | 693.00 | 15.00 | 630.00 |
| 0031 | 718-01-00100 | Fertilizer | 1,390 | LB | 1.00 | 1,390.00 | 0.85 | 1,181.50 | 0.95 | 1,320.50 | 0.85 | 1,181.50 |
| 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 5,000 | SQYD | 1.00 | 5,000.00 | 1.20 | 6,000.00 | 1.30 | 6,500.00 | 1.20 | 6,000.00 |
| 0033 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 2,310 | SQYD | 1.30 | 3,003.00 | 1.85 | 4,273.50 | 2.00 | 4,620.00 | 1.80 | 4,158.00 |
| 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 140,000.00 | 140,000.00 | 140,000.00 | 140,000.00 | 155,000.00 | 155,000.00 | 170,000.00 | 170,000.00 |
| 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 70.00 | 560.00 | 66.00 | 528.00 | 70.00 | 560.00 | 65.00 | 520.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 79 | EACH | 10.00 | 790.00 | 10.00 | 790.00 | 11.00 | 869.00 | 10.00 | 790.00 |
| 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.112 | MILE | 4,000.00 | 4,448.00 | 6,100.00 | 6,783.20 | 4,000.00 | 4,448.00 | 3,600.00 | 4,003.20 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 24,300.00 | 24,300.00 | 35,000.00 | 35,000.00 | 60,000.00 | 60,000.00 |
| 0039 | 804-01-00300 | Precast Concrete Piles (16") | 1,400 | LNFT | 95.00 | 133,000.00 | 43.00 | 60,200.00 | 67.00 | 93,800.00 | 67.00 | 93,800.00 |
| 0040 | 804-01-00600 | Precast Concrete Piles (24") | 600 | LNFT | 140.00 | 84,000.00 | 110.00 | 66,000.00 | 120.00 | 72,000.00 | 150.00 | 90,000.00 |
| 0041 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 25,000.00 | 25,000.00 | 8,900.00 | 8,900.00 | 19,000.00 | 19,000.00 | 20,000.00 | 20,000.00 |
| 0042 | 804-09-00100 | Loading Test Piles | 1 | EACH | 25,000.00 | 25,000.00 | 16,200.00 | 16,200.00 | 19,000.00 | 19,000.00 | 10,000.00 | 10,000.00 |
| 0043 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 100.00 | 100.00 | 4,400.00 | 4,400.00 | 1,250.00 | 1,250.00 | 2,500.00 | 2,500.00 |
| 0044 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 100.00 | 100.00 | 3,900.00 | 3,900.00 | 1,550.00 | 1,550.00 | 2,500.00 | 2,500.00 |
| 0045 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 100.00 | 200.00 | 29,400.00 | 58,800.00 | 100.00 | 200.00 | 2,500.00 | 5,000.00 |
| 0046 | 804-17-00100 | Dynamic Monitoring | 9 | EACH | 1,000.00 | 9,000.00 | 3,900.00 | 35,100.00 | 550.00 | 4,950.00 | 2,500.00 | 22,500.00 |
| 0047 | 805-01-00700 | Class A Concrete (Bents) | 88.74 | CUYD | 1,100.00 | 97,614.00 | 610.00 | 54,131.40 | 850.00 | 75,429.00 | 1,120.00 | 99,388.80 |
| 0048 | 805-03-00100 | Class AA Concrete | 271.6 | CUYD | 550.00 | 149,380.00 | 720.00 | 195,552.00 | 750.00 | 203,700.00 | 650.00 | 176,540.00 |
| 0049 | 806-01-00100 | Deformed Reinforcing Steel | 68,520 | LB | 1.00 | 68,520.00 | 0.90 | 61,668.00 | 0.90 | 61,668.00 | 0.95 | 65,094.00 |
| 0050 | 810-01-00100 | Concrete Railing (Standard Barrier) | 360.42 | LNFT | 75.00 | 27,031.50 | 59.00 | 21,264.78 | 75.00 | 27,031.50 | 80.00 | 28,833.60 |
| 0051 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 40 | LNFT | 85.00 | 3,400.00 | 61.00 | 2,440.00 | 80.00 | 3,200.00 | 125.00 | 5,000.00 |
| 0052 | 813-01-00100 | Concrete Approach Slabs | 551.12 | SQYD | 220.00 | 121,246.40 | 200.00 | 110,224.00 | 200.00 | 110,224.00 | 230.00 | 126,757.60 |
| 0053 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 116 | LNFT | 4.00 | 464.00 | 15.31 | 1,775.96 | 10.00 | 1,160.00 | 20.00 | 2,320.00 |
| 0054 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,100.00 | 1,100.00 | 1,000.00 | 1,000.00 |
| CONTRACTOR TOTAL | 1,493,577.91 | 1,497,021.85 | 1,562,340.04 | 1,613,501.03 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STR. NO. 62532760307081 (STA. 105+85.13; 19.0' x39.0' TIMBER TRESTLE BRIDGE) | 1 | EACH | 15,000.00 | 15,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge STR. NO. 62532760304981 (STA. 117 + 26.14; 23.0' x77.0' TIMBER TRESTLE BRIDGE) | 1 | EACH | 20,000.00 | 20,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 488.9 | LNFT | 8.00 | 3,911.20 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,598.1 | SQYD | 5.00 | 12,990.50 |
| 0007 | 203-01-00100 | General Excavation | 773 | CUYD | 5.00 | 3,865.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 1,100 | CUYD | 15.00 | 16,500.00 |
| 0009 | 203-03-00100 | Embankment | 3,360 | CUYD | 15.00 | 50,400.00 |
| 0010 | 204-02-00100 | Temporary Hay or Straw Bales | 200 | EACH | 11.00 | 2,200.00 |
| 0011 | 204-03-00100 | Temporary Slope Drains | 800 | LNFT | 20.00 | 16,000.00 |
| 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 24 | EACH | 100.00 | 2,400.00 |
| 0013 | 204-06-00100 | Temporary Silt Fencing | 2,407 | LNFT | 2.00 | 4,814.00 |
| 0014 | 302-02-01061 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 718.7 | SQYD | 14.00 | 10,061.80 |
| 0015 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 3,273.3 | SQYD | 25.00 | 81,832.50 |
| 0016 | 401-01-00100 | Aggregate Surface Course (Net Section) | 9.8 | CUYD | 100.00 | 980.00 |
| 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 86.00 | 8,600.00 |
| 0018 | 502-01-00100 | Superpave Asphaltic Concrete | 814.5 | TON | 165.00 | 134,392.50 |
| 0019 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 6.7 | TON | 247.00 | 1,654.90 |
| 0020 | 509-01-00100 | Cold Planing Asphaltic Pavement | 343.3 | SQYD | 18.00 | 6,179.40 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -19.2 | CUYD | 0.01 | -0.19 |
| 0022 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 60 | LNFT | 90.00 | 5,400.00 |
| 0023 | 702-06-01000 | Side Drain End Treatment (1 Barrel, 18" RCP/PP or 24" CMP) | 2 | EACH | 1,800.00 | 3,600.00 |
| 0024 | 704-03-00100 | Blocked Out Guard Rail | 900 | LNFT | 18.00 | 16,200.00 |
| 0025 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 70.00 | 14,000.00 |
| 0026 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,000.00 | 4,000.00 |
| 0027 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 5 | EACH | 2,000.00 | 10,000.00 |
| 0028 | 712-04-00100 | Flexible Revetment | 1,180 | SQYD | 65.00 | 76,700.00 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,000.00 | 18,000.00 |
| 0030 | 717-01-00100 | Seeding | 42 | LB | 10.00 | 420.00 |
| 0031 | 718-01-00100 | Fertilizer | 1,390 | LB | 0.60 | 834.00 |
| 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 5,000 | SQYD | 1.50 | 7,500.00 |
| 0033 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 2,310 | SQYD | 2.00 | 4,620.00 |
| 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 205,000.00 | 205,000.00 |
| 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 70.00 | 560.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 79 | EACH | 10.00 | 790.00 |
| 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.112 | MILE | 3,500.00 | 3,892.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 |
| 0039 | 804-01-00300 | Precast Concrete Piles (16") | 1,400 | LNFT | 90.00 | 126,000.00 |
| 0040 | 804-01-00600 | Precast Concrete Piles (24") | 600 | LNFT | 170.00 | 102,000.00 |
| 0041 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 10,000.00 | 10,000.00 |
| 0042 | 804-09-00100 | Loading Test Piles | 1 | EACH | 3,000.00 | 3,000.00 |
| 0043 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 1,500.00 | 1,500.00 |
| 0044 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 1,500.00 | 1,500.00 |
| 0045 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1,500.00 | 3,000.00 |
| 0046 | 804-17-00100 | Dynamic Monitoring | 9 | EACH | 4,000.00 | 36,000.00 |
| 0047 | 805-01-00700 | Class A Concrete (Bents) | 88.74 | CUYD | 1,400.00 | 124,236.00 |
| 0048 | 805-03-00100 | Class AA Concrete | 271.6 | CUYD | 850.00 | 230,860.00 |
| 0049 | 806-01-00100 | Deformed Reinforcing Steel | 68,520 | LB | 0.80 | 54,816.00 |
| 0050 | 810-01-00100 | Concrete Railing (Standard Barrier) | 360.42 | LNFT | 60.00 | 21,625.20 |
| 0051 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 40 | LNFT | 65.00 | 2,600.00 |
| 0052 | 813-01-00100 | Concrete Approach Slabs | 551.12 | SQYD | 200.00 | 110,224.00 |
| 0053 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 116 | LNFT | 3.00 | 348.00 |
| 0054 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,000.00 | 1,000.00 |
| CONTRACTOR TOTAL | 1,677,006.81 | |||||