Bid Tabulations
Letting of
12/15/2010
LA DOTD Headquarters
| Lead Project: 713-17-0046 | |
| Parish: East Baton Rouge | |
| Routes: | |
| Description: CARSON ROAD BRIDGE | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, QUAD BEAM GIRDER BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $917,022.30 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | Guinn Brothers, LLC. | $848,700.00 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $858,332.26 |
| 3 | 39462 | Jb James Construction Llc | $957,686.90 |
| 4 | 48925 | David V. Temple | $962,012.29 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $1,011,095.40 |
| 6 | 09476 | Key Constructors, Inc. | $1,025,550.80 |
| 7 | 12312 | Gilchrist Construction Co. LLC | $1,028,951.60 |
| 8 | 14422 | T. L. Wallace Construction, Inc. | $1,157,110.74 |
| 9 | 02179 | Boh Bros. Construction Co., LLC. | $1,182,554.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Brothers, LLC. |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Jb James Construction Llc |
- 4 - David V. Temple |
||||
| 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 | 6,500.00 | 6,500.00 | 86,000.00 | 86,000.00 | 7,500.00 | 7,500.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+00;24' X 210' CONCRETE SLAB SPAN BRIDGE ON TIMBER PILES) | 1 | EACH | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 | 100,000.00 | 100,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 906.4 | SQYD | 5.00 | 4,532.00 | 5.00 | 4,532.00 | 6.00 | 5,438.40 | 10.00 | 9,064.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 100.00 | 800.00 | 100.00 | 800.00 | 130.00 | 1,040.00 | 150.00 | 1,200.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 820 | LNFT | 3.00 | 2,460.00 | 5.00 | 4,100.00 | 3.00 | 2,460.00 | 2.20 | 1,804.00 |
| 0007 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 208.3 | CUYD | 90.00 | 18,747.00 | 125.00 | 26,037.50 | 65.00 | 13,539.50 | 50.00 | 10,415.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 35 | CUYD | 100.00 | 3,500.00 | 100.00 | 3,500.00 | 80.00 | 2,800.00 | 50.00 | 1,750.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 25 | CUYD | 100.00 | 2,500.00 | 50.00 | 1,250.00 | 100.00 | 2,500.00 | 50.00 | 1,250.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 162.9 | TON | 250.00 | 40,725.00 | 150.00 | 24,435.00 | 170.00 | 27,693.00 | 190.00 | 30,951.00 |
| 0011 | 701-12-01080 | Corrugated Metal Pipe (Extension) (30") | 32 | LNFT | 140.00 | 4,480.00 | 185.00 | 5,920.00 | 100.00 | 3,200.00 | 75.00 | 2,400.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 60.00 | 6,000.00 | 42.50 | 4,250.00 | 46.70 | 4,670.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 | 30.00 | 3,000.00 | 20.00 | 2,000.00 | 22.00 | 2,200.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 891 | SQYD | 80.00 | 71,280.00 | 60.00 | 53,460.00 | 35.00 | 31,185.00 | 55.00 | 49,005.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 891 | SQYD | 5.00 | 4,455.00 | 3.00 | 2,673.00 | 2.00 | 1,782.00 | 3.30 | 2,940.30 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,800.00 | 2,700.00 | 1,000.00 | 1,500.00 | 950.00 | 1,425.00 | 1,050.00 | 1,575.00 |
| 0018 | 717-01-00100 | Seeding | 22 | LB | 15.00 | 330.00 | 20.00 | 440.00 | 20.00 | 440.00 | 22.00 | 484.00 |
| 0019 | 718-01-00100 | Fertilizer | 740 | LB | 1.00 | 740.00 | 0.55 | 407.00 | 1.00 | 740.00 | 1.20 | 888.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 80,000.00 | 80,000.00 | 85,000.00 | 85,000.00 | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 75.00 | 600.00 | 62.00 | 496.00 | 70.00 | 560.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0023 | 804-01-00600 | Precast Concrete Piles (24") | 1,218 | LNFT | 100.00 | 121,800.00 | 93.50 | 113,883.00 | 110.00 | 133,980.00 | 127.53 | 155,331.54 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| 0025 | 805-01-00700 | Class A Concrete (Bents) | 61.8 | CUYD | 950.00 | 58,710.00 | 1,100.00 | 67,980.00 | 1,200.00 | 74,160.00 | 650.00 | 40,170.00 |
| 0026 | 805-03-00100 | Class AA Concrete | 156.72 | CUYD | 850.00 | 133,212.00 | 925.00 | 144,966.00 | 1,000.00 | 156,720.00 | 700.00 | 109,704.00 |
| 0027 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,185 | LNFT | 70.00 | 82,950.00 | 65.00 | 77,025.00 | 56.00 | 66,360.00 | 105.01 | 124,436.85 |
| 0028 | 806-01-00100 | Deformed Reinforcing Steel | 45,678 | LB | 1.00 | 45,678.00 | 0.92 | 42,023.76 | 1.00 | 45,678.00 | 1.20 | 54,813.60 |
| 0029 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 22,000.00 | 22,000.00 | 22,000.00 | 22,000.00 | 22,000.00 | 22,000.00 | 20,000.00 | 20,000.00 |
| 0030 | 810-01-00100 | Concrete Railing (Standard Barrier) | 480 | LNFT | 60.00 | 28,800.00 | 65.00 | 31,200.00 | 60.00 | 28,800.00 | 80.00 | 38,400.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) | 2 | EACH | 9,000.00 | 18,000.00 | 11,000.00 | 22,000.00 | 11,000.00 | 22,000.00 | 18,500.00 | 37,000.00 |
| CONTRACTOR TOTAL | 848,700.00 | 858,332.26 | 957,686.90 | 962,012.29 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - Key Constructors, Inc. |
- 7 - Gilchrist Construction Co. LLC |
- 8 - 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 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 7,400.00 | 7,400.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+00;24' X 210' CONCRETE SLAB SPAN BRIDGE ON TIMBER PILES) | 1 | EACH | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 | 17,000.00 | 17,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 906.4 | SQYD | 4.00 | 3,625.60 | 10.25 | 9,290.60 | 9.00 | 8,157.60 | 5.50 | 4,985.20 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 36,000.00 | 36,000.00 | 60,000.00 | 60,000.00 | 65,000.00 | 65,000.00 | 30,000.00 | 30,000.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 10.00 | 80.00 | 130.00 | 1,040.00 | 200.00 | 1,600.00 | 110.00 | 880.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 820 | LNFT | 3.00 | 2,460.00 | 4.50 | 3,690.00 | 2.00 | 1,640.00 | 5.50 | 4,510.00 |
| 0007 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 208.3 | CUYD | 95.00 | 19,788.50 | 115.00 | 23,954.50 | 140.00 | 29,162.00 | 140.00 | 29,162.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 35 | CUYD | 115.00 | 4,025.00 | 135.00 | 4,725.00 | 140.00 | 4,900.00 | 170.00 | 5,950.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 25 | CUYD | 120.00 | 3,000.00 | 140.00 | 3,500.00 | 130.00 | 3,250.00 | 100.00 | 2,500.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 162.9 | TON | 200.00 | 32,580.00 | 170.00 | 27,693.00 | 150.00 | 24,435.00 | 190.00 | 30,951.00 |
| 0011 | 701-12-01080 | Corrugated Metal Pipe (Extension) (30") | 32 | LNFT | 175.00 | 5,600.00 | 115.00 | 3,680.00 | 190.00 | 6,080.00 | 210.00 | 6,720.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 44.00 | 4,400.00 | 60.00 | 6,000.00 | 45.00 | 4,500.00 | 68.00 | 6,800.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 22.00 | 2,200.00 | 30.00 | 3,000.00 | 22.00 | 2,200.00 | 34.00 | 3,400.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 891 | SQYD | 62.00 | 55,242.00 | 86.00 | 76,626.00 | 55.00 | 49,005.00 | 76.00 | 67,716.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 891 | SQYD | 3.50 | 3,118.50 | 3.00 | 2,673.00 | 2.80 | 2,494.80 | 3.00 | 2,673.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,000.00 | 8,000.00 | 7,000.00 | 7,000.00 | 30,000.00 | 30,000.00 | 7,000.00 | 7,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,000.00 | 1,500.00 | 950.00 | 1,425.00 | 1,100.00 | 1,650.00 | 1,400.00 | 2,100.00 |
| 0018 | 717-01-00100 | Seeding | 22 | LB | 10.00 | 220.00 | 20.00 | 440.00 | 23.00 | 506.00 | 140.00 | 3,080.00 |
| 0019 | 718-01-00100 | Fertilizer | 740 | LB | 2.00 | 1,480.00 | 1.00 | 740.00 | 1.15 | 851.00 | 0.60 | 444.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 | 125,000.00 | 125,000.00 | 100,000.00 | 100,000.00 | 238,000.00 | 238,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 70.00 | 560.00 | 75.00 | 600.00 | 70.00 | 560.00 | 3.00 | 24.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 16,500.00 | 16,500.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 0023 | 804-01-00600 | Precast Concrete Piles (24") | 1,218 | LNFT | 125.00 | 152,250.00 | 145.00 | 176,610.00 | 115.00 | 140,070.00 | 180.00 | 219,240.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 22,000.00 | 22,000.00 |
| 0025 | 805-01-00700 | Class A Concrete (Bents) | 61.8 | CUYD | 1,500.00 | 92,700.00 | 800.00 | 49,440.00 | 1,200.00 | 74,160.00 | 795.00 | 49,131.00 |
| 0026 | 805-03-00100 | Class AA Concrete | 156.72 | CUYD | 1,000.00 | 156,720.00 | 825.00 | 129,294.00 | 1,000.00 | 156,720.00 | 997.00 | 156,249.84 |
| 0027 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,185 | LNFT | 60.00 | 71,100.00 | 80.00 | 94,800.00 | 60.00 | 71,100.00 | 65.00 | 77,025.00 |
| 0028 | 806-01-00100 | Deformed Reinforcing Steel | 45,678 | LB | 1.10 | 50,245.80 | 1.15 | 52,529.70 | 0.90 | 41,110.20 | 1.15 | 52,529.70 |
| 0029 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 24,000.00 | 24,000.00 | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 | 23,000.00 | 23,000.00 |
| 0030 | 810-01-00100 | Concrete Railing (Standard Barrier) | 480 | LNFT | 65.00 | 31,200.00 | 60.00 | 28,800.00 | 85.00 | 40,800.00 | 68.00 | 32,640.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) | 2 | EACH | 12,500.00 | 25,000.00 | 9,000.00 | 18,000.00 | 17,000.00 | 34,000.00 | 12,000.00 | 24,000.00 |
| CONTRACTOR TOTAL | 1,011,095.40 | 1,025,550.80 | 1,028,951.60 | 1,157,110.74 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Boh Bros. Construction Co., LLC. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 40,000.00 | 40,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 105+00;24' X 210' CONCRETE SLAB SPAN BRIDGE ON TIMBER PILES) | 1 | EACH | 70,000.00 | 70,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 906.4 | SQYD | 8.00 | 7,251.20 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 45,000.00 | 45,000.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 210.00 | 1,680.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 820 | LNFT | 2.40 | 1,968.00 |
| 0007 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 208.3 | CUYD | 105.00 | 21,871.50 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 35 | CUYD | 85.00 | 2,975.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 25 | CUYD | 90.00 | 2,250.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 162.9 | TON | 213.00 | 34,697.70 |
| 0011 | 701-12-01080 | Corrugated Metal Pipe (Extension) (30") | 32 | LNFT | 165.00 | 5,280.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 67.00 | 6,700.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 34.00 | 3,400.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 891 | SQYD | 62.00 | 55,242.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 891 | SQYD | 2.60 | 2,316.60 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,300.00 | 1,950.00 |
| 0018 | 717-01-00100 | Seeding | 22 | LB | 22.00 | 484.00 |
| 0019 | 718-01-00100 | Fertilizer | 740 | LB | 1.10 | 814.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 128,000.00 | 128,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 90.00 | 720.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 35,000.00 | 35,000.00 |
| 0023 | 804-01-00600 | Precast Concrete Piles (24") | 1,218 | LNFT | 158.60 | 193,174.80 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 5,000.00 | 5,000.00 |
| 0025 | 805-01-00700 | Class A Concrete (Bents) | 61.8 | CUYD | 1,810.00 | 111,858.00 |
| 0026 | 805-03-00100 | Class AA Concrete | 156.72 | CUYD | 1,200.00 | 188,064.00 |
| 0027 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,185 | LNFT | 60.00 | 71,100.00 |
| 0028 | 806-01-00100 | Deformed Reinforcing Steel | 45,678 | LB | 1.00 | 45,678.00 |
| 0029 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0030 | 810-01-00100 | Concrete Railing (Standard Barrier) | 480 | LNFT | 71.00 | 34,080.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) | 2 | EACH | 15,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 1,182,554.80 | |||||