Bid Tabulations
Letting of
09/22/2010
LA DOTD Headquarters
| Lead Project: 713-33-0110 | |
| Parish: Madison | |
| Routes: | |
| Description: STEVE OGDEN ROAD BRIDGE OVER BAYOU MACON | |
| Type Const: GRADING, PORTLAND CEMENT CONCRETE PAVEMENT, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $1,572,817.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 48925 | David V. Temple | $1,463,122.10 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,472,431.40 |
| 3 | 34567 | James Construction Group LLC | $1,931,509.57 |
| 4 | 14422 | T. L. Wallace Construction, Inc. | $2,041,191.00 |
| 5 | 09476 | Key Constructors, Inc. | $2,046,198.35 |
| 6 | 39462 | Jb James Construction Llc | $2,101,052.50 |
| 7 | 01012 | Cecil D. Gassiott, LLC | $2,153,000.00 |
| 8 | 18546 | C W & W Contractors, Inc. | $2,477,470.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - David V. Temple |
- 2 - Gilchrist Construction Co. LLC |
- 3 - James Construction Group LLC |
- 4 - T. L. Wallace Construction, 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 | 10,000.00 | 10,000.00 | 65,000.00 | 65,000.00 | 90,000.00 | 90,000.00 | 370,000.00 | 370,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 500.00 | 500.00 | 5,200.00 | 5,200.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 16+08.37;18.3' X 348' CONCRETE BR) | 1 | EACH | 150,000.00 | 150,000.00 | 80,000.00 | 80,000.00 | 60,000.00 | 60,000.00 | 150,000.00 | 150,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 | 315,000.00 | 315,000.00 | 132,000.00 | 132,000.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 165.00 | 660.00 | 350.00 | 1,400.00 | 170.00 | 680.00 | 180.00 | 720.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 2,251 | LNFT | 2.05 | 4,614.55 | 1.80 | 4,051.80 | 2.50 | 5,627.50 | 2.20 | 4,952.20 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 39.1 | CUYD | 48.50 | 1,896.35 | 105.00 | 4,105.50 | 60.00 | 2,346.00 | 86.00 | 3,362.60 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 48.50 | 9,700.00 | 10.00 | 2,000.00 | 65.00 | 13,000.00 | 84.00 | 16,800.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 212 | CUYD | 48.50 | 10,282.00 | 85.00 | 18,020.00 | 62.00 | 13,144.00 | 100.00 | 21,200.00 |
| 0010 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 30 | LNFT | 36.00 | 1,080.00 | 65.00 | 1,950.00 | 50.00 | 1,500.00 | 180.00 | 5,400.00 |
| 0011 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 96 | LNFT | 36.00 | 3,456.00 | 70.00 | 6,720.00 | 50.00 | 4,800.00 | 180.00 | 17,280.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 66.00 | 6,600.00 | 75.00 | 7,500.00 | 58.00 | 5,800.00 | 72.00 | 7,200.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 37.00 | 3,700.00 | 40.00 | 4,000.00 | 32.00 | 3,200.00 | 40.00 | 4,000.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 994 | SQYD | 75.00 | 74,550.00 | 60.00 | 59,640.00 | 70.00 | 69,580.00 | 94.00 | 93,436.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 994 | SQYD | 3.00 | 2,982.00 | 2.75 | 2,733.50 | 7.00 | 6,958.00 | 7.20 | 7,156.80 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,500.00 | 9,500.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 8,800.00 | 8,800.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 5.9 | TON | 700.00 | 4,130.00 | 650.00 | 3,835.00 | 675.00 | 3,982.50 | 810.00 | 4,779.00 |
| 0018 | 717-01-00100 | Seeding | 134 | LB | 12.00 | 1,608.00 | 11.50 | 1,541.00 | 10.50 | 1,407.00 | 13.00 | 1,742.00 |
| 0019 | 718-01-00100 | Fertilizer | 2,990 | LB | 0.80 | 2,392.00 | 0.95 | 2,840.50 | 0.65 | 1,943.50 | 0.78 | 2,332.20 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 | 140,000.00 | 140,000.00 | 190,000.00 | 190,000.00 | 250,000.00 | 250,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 85.00 | 680.00 | 95.00 | 760.00 | 80.00 | 640.00 | 90.00 | 720.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 60,000.00 | 60,000.00 | 33,000.00 | 33,000.00 |
| 0023 | 804-01-00400 | Precast Concrete Piles (18") | 780 | LNFT | 62.50 | 48,750.00 | 75.00 | 58,500.00 | 150.00 | 117,000.00 | 60.00 | 46,800.00 |
| 0024 | 804-01-00700 | Precast Concrete Piles (30") | 1,170 | LNFT | 150.00 | 175,500.00 | 155.00 | 181,350.00 | 250.00 | 292,500.00 | 200.00 | 234,000.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 23,000.00 | 23,000.00 |
| 0026 | 805-01-00700 | Class A Concrete (Bents) | 115.64 | CUYD | 600.00 | 69,384.00 | 1,000.00 | 115,640.00 | 950.00 | 109,858.00 | 800.00 | 92,512.00 |
| 0027 | 805-03-00100 | Class AA Concrete | 241.23 | CUYD | 650.00 | 156,799.50 | 950.00 | 229,168.50 | 980.00 | 236,405.40 | 800.00 | 192,984.00 |
| 0028 | 805-08-00200 | Precast-Prestressed Concrete Girder (Type II) | 1,386 | LNFT | 125.00 | 173,250.00 | 98.00 | 135,828.00 | 90.00 | 124,740.00 | 76.00 | 105,336.00 |
| 0029 | 806-01-00100 | Deformed Reinforcing Steel | 73,266 | LB | 1.20 | 87,919.20 | 0.80 | 58,612.80 | 0.85 | 62,129.57 | 1.10 | 80,592.60 |
| 0030 | 807-08-00100 | Structural Metalwork (2298 LBS) | 1 | LUMP | 22,000.00 | 22,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 13,000.00 | 13,000.00 |
| 0031 | 810-01-00100 | Concrete Railing (Standard Barrier) | 764 | LNFT | 55.00 | 42,020.00 | 75.00 | 57,300.00 | 50.00 | 38,200.00 | 81.00 | 61,884.00 |
| 0032 | 813-01-00100 | Concrete Approach Slabs | 213.34 | SQYD | 275.00 | 58,668.50 | 220.00 | 46,934.80 | 215.00 | 45,868.10 | 240.00 | 51,201.60 |
| CONTRACTOR TOTAL | 1,463,122.10 | 1,472,431.40 | 1,931,509.57 | 2,041,191.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Key Constructors, Inc. |
- 6 - Jb James Construction Llc |
- 7 - Cecil D. Gassiott, LLC |
- 8 - C W & W Contractors, 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 | 120,000.00 | 120,000.00 | 325,000.00 | 325,000.00 | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 16+08.37;18.3' X 348' CONCRETE BR) | 1 | EACH | 140,000.00 | 140,000.00 | 50,000.00 | 50,000.00 | 151,000.00 | 151,000.00 | 135,000.00 | 135,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 | 150,000.00 | 150,000.00 | 400,000.00 | 400,000.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 300.00 | 1,200.00 | 150.00 | 600.00 | 250.00 | 1,000.00 | 125.00 | 500.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 2,251 | LNFT | 3.00 | 6,753.00 | 2.50 | 5,627.50 | 3.00 | 6,753.00 | 3.00 | 6,753.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 39.1 | CUYD | 90.00 | 3,519.00 | 120.00 | 4,692.00 | 100.00 | 3,910.00 | 100.00 | 3,910.00 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 50.00 | 10,000.00 | 80.00 | 16,000.00 | 100.00 | 20,000.00 | 100.00 | 20,000.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 212 | CUYD | 90.00 | 19,080.00 | 120.00 | 25,440.00 | 90.00 | 19,080.00 | 100.00 | 21,200.00 |
| 0010 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 30 | LNFT | 65.00 | 1,950.00 | 82.00 | 2,460.00 | 160.00 | 4,800.00 | 50.00 | 1,500.00 |
| 0011 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 96 | LNFT | 50.00 | 4,800.00 | 75.00 | 7,200.00 | 160.00 | 15,360.00 | 50.00 | 4,800.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 58.00 | 5,800.00 | 58.00 | 5,800.00 | 70.00 | 7,000.00 | 55.00 | 5,500.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 32.00 | 3,200.00 | 32.00 | 3,200.00 | 40.00 | 4,000.00 | 85.00 | 8,500.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 994 | SQYD | 85.00 | 84,490.00 | 65.00 | 64,610.00 | 75.00 | 74,550.00 | 105.00 | 104,370.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 994 | SQYD | 2.00 | 1,988.00 | 1.80 | 1,789.20 | 4.00 | 3,976.00 | 3.00 | 2,982.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 5.9 | TON | 800.00 | 4,720.00 | 700.00 | 4,130.00 | 1,500.00 | 8,850.00 | 3,000.00 | 17,700.00 |
| 0018 | 717-01-00100 | Seeding | 134 | LB | 8.00 | 1,072.00 | 11.00 | 1,474.00 | 15.00 | 2,010.00 | 20.00 | 2,680.00 |
| 0019 | 718-01-00100 | Fertilizer | 2,990 | LB | 0.50 | 1,495.00 | 0.70 | 2,093.00 | 1.25 | 3,737.50 | 2.00 | 5,980.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 250,000.00 | 250,000.00 | 210,000.00 | 210,000.00 | 250,000.00 | 250,000.00 | 239,000.00 | 239,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 80.00 | 640.00 | 95.00 | 760.00 | 100.00 | 800.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 35,000.00 | 35,000.00 | 20,000.00 | 20,000.00 | 185,000.00 | 185,000.00 | 50,000.00 | 50,000.00 |
| 0023 | 804-01-00400 | Precast Concrete Piles (18") | 780 | LNFT | 85.00 | 66,300.00 | 100.00 | 78,000.00 | 70.00 | 54,600.00 | 160.00 | 124,800.00 |
| 0024 | 804-01-00700 | Precast Concrete Piles (30") | 1,170 | LNFT | 290.00 | 339,300.00 | 190.00 | 222,300.00 | 205.00 | 239,850.00 | 260.00 | 304,200.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 25,000.00 | 25,000.00 | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 |
| 0026 | 805-01-00700 | Class A Concrete (Bents) | 115.64 | CUYD | 1,370.00 | 158,426.80 | 1,500.00 | 173,460.00 | 1,200.00 | 138,768.00 | 1,000.00 | 115,640.00 |
| 0027 | 805-03-00100 | Class AA Concrete | 241.23 | CUYD | 1,015.00 | 244,848.45 | 1,200.00 | 289,476.00 | 1,250.00 | 301,537.50 | 800.00 | 192,984.00 |
| 0028 | 805-08-00200 | Precast-Prestressed Concrete Girder (Type II) | 1,386 | LNFT | 105.00 | 145,530.00 | 90.00 | 124,740.00 | 115.00 | 159,390.00 | 195.00 | 270,270.00 |
| 0029 | 806-01-00100 | Deformed Reinforcing Steel | 73,266 | LB | 1.00 | 73,266.00 | 1.00 | 73,266.00 | 1.00 | 73,266.00 | 2.00 | 146,532.00 |
| 0030 | 807-08-00100 | Structural Metalwork (2298 LBS) | 1 | LUMP | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 0031 | 810-01-00100 | Concrete Railing (Standard Barrier) | 764 | LNFT | 68.00 | 51,952.00 | 80.00 | 61,120.00 | 75.00 | 57,300.00 | 100.00 | 76,400.00 |
| 0032 | 813-01-00100 | Concrete Approach Slabs | 213.34 | SQYD | 215.00 | 45,868.10 | 220.00 | 46,934.80 | 300.00 | 64,002.00 | 260.00 | 55,468.40 |
| CONTRACTOR TOTAL | 2,046,198.35 | 2,101,052.50 | 2,153,000.00 | 2,477,470.40 | ||||||||