Bid Tabulations
Letting of
03/31/2010
LA DOTD Headquarters
| Lead Project: 713-60-0013 | |
| Parish: Webster | |
| Routes: | |
| Description: NURSERY ROAD BRIDGE OVER BRUSHY CREEK | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $1,046,955.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $883,188.00 |
| 2 | 18546 | C W & W Contractors, Inc. | $886,443.50 |
| 3 | 14788 | Louisiana Bridge, Inc. | $984,615.40 |
| 4 | 09090 | Guinn Brothers, LLC. | $1,052,544.50 |
| 5 | 39462 | JB James Construction LLC | $1,289,416.30 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - C W & W Contractors, Inc. |
- 3 - Louisiana Bridge, Inc. |
- 4 - Guinn Brothers, LLC. |
||||
| 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 | 20,000.00 | 20,000.00 | 28,000.00 | 28,000.00 | 13,500.00 | 13,500.00 | 16,500.00 | 16,500.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 55+00;31' X 151.8' TIMBER BRIDGE) (WITH CONCRETE DECK STRUCTURE) | 1 | EACH | 40,000.00 | 40,000.00 | 5,000.00 | 5,000.00 | 25,500.00 | 25,500.00 | 12,500.00 | 12,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 15+00; 22.7'X29.76' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 40,000.00 | 40,000.00 | 35,000.00 | 35,000.00 | 75,300.00 | 75,300.00 | 22,000.00 | 22,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 18.00 | 864.00 | 10.00 | 480.00 | 20.00 | 960.00 | 20.00 | 960.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 12.00 | 1,200.00 | 10.00 | 1,000.00 | 1.00 | 100.00 | 1.00 | 100.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 150.00 | 1,200.00 | 125.00 | 1,000.00 | 160.00 | 1,280.00 | 140.00 | 1,120.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,515 | LNFT | 4.00 | 6,060.00 | 3.00 | 4,545.00 | 3.00 | 4,545.00 | 4.00 | 6,060.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 427 | CUYD | 90.00 | 38,430.00 | 100.00 | 42,700.00 | 100.00 | 42,700.00 | 100.00 | 42,700.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 334.2 | TON | 165.00 | 55,143.00 | 225.00 | 75,195.00 | 285.00 | 95,247.00 | 275.00 | 91,905.00 |
| 0011 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 60 | LNFT | 65.00 | 3,900.00 | 60.00 | 3,600.00 | 56.75 | 3,405.00 | 75.00 | 4,500.00 |
| 0012 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 50 | LNFT | 75.00 | 3,750.00 | 100.00 | 5,000.00 | 100.00 | 5,000.00 | 225.00 | 11,250.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 | 70.00 | 7,000.00 | 70.00 | 7,000.00 | 65.00 | 6,500.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 34.00 | 3,400.00 | 45.00 | 4,500.00 | 68.50 | 6,850.00 | 42.00 | 4,200.00 |
| 0015 | 705-09-00100 | Rebuilt Fence | 65 | LNFT | 30.00 | 1,950.00 | 25.00 | 1,625.00 | 20.00 | 1,300.00 | 85.00 | 5,525.00 |
| 0016 | 707-04-00100 | Asphaltic Curb | 40 | LNFT | 33.00 | 1,320.00 | 50.00 | 2,000.00 | 14.00 | 560.00 | 50.00 | 2,000.00 |
| 0017 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 349 | SQYD | 65.00 | 22,685.00 | 85.00 | 29,665.00 | 95.00 | 33,155.00 | 110.00 | 38,390.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 349 | SQYD | 7.50 | 2,617.50 | 3.00 | 1,047.00 | 3.00 | 1,047.00 | 5.00 | 1,745.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,000.00 | 11,000.00 | 20,000.00 | 20,000.00 | 11,500.00 | 11,500.00 | 18,000.00 | 18,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 1.8 | TON | 890.00 | 1,602.00 | 1,500.00 | 2,700.00 | 1,350.00 | 2,430.00 | 1,000.00 | 1,800.00 |
| 0021 | 717-01-00100 | Seeding | 40 | LB | 20.00 | 800.00 | 50.00 | 2,000.00 | 20.50 | 820.00 | 15.00 | 600.00 |
| 0022 | 718-01-00100 | Fertilizer | 880 | LB | 1.00 | 880.00 | 3.00 | 2,640.00 | 2.50 | 2,200.00 | 1.00 | 880.00 |
| 0023 | 726-01-00100 | Bedding Material | 145.5 | CUYD | 90.00 | 13,095.00 | 125.00 | 18,187.50 | 96.50 | 14,040.75 | 100.00 | 14,550.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 50,000.00 | 50,000.00 | 71,000.00 | 71,000.00 | 150,000.00 | 150,000.00 |
| 0025 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 65.00 | 260.00 | 100.00 | 400.00 | 142.00 | 568.00 | 100.00 | 400.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 100.00 | 800.00 | 75.00 | 600.00 | 100.00 | 800.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 |
| 0028 | 804-01-00200 | Precast Concrete Piles (14") | 1,107 | LNFT | 85.00 | 94,095.00 | 130.00 | 143,910.00 | 68.00 | 75,276.00 | 60.00 | 66,420.00 |
| 0029 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0030 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 39.61 | CUYD | 1,000.00 | 39,610.00 | 1,200.00 | 47,532.00 | 1,135.00 | 44,957.35 | 1,250.00 | 49,512.50 |
| 0031 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 8 | SPAN | 32,000.00 | 256,000.00 | 23,000.00 | 184,000.00 | 36,500.00 | 292,000.00 | 36,000.00 | 288,000.00 |
| 0032 | 805-12-13060 | Reinforced Concrete Box Culverts (10' x 7') (Cast-In-Place) | 126 | LNFT | 750.00 | 94,500.00 | 915.00 | 115,290.00 | 965.00 | 121,590.00 | 1,150.00 | 144,900.00 |
| 0033 | 806-01-00100 | Deformed Reinforcing Steel | 2,942 | LB | 0.75 | 2,206.50 | 3.00 | 8,826.00 | 1.15 | 3,383.30 | 3.00 | 8,826.00 |
| 0034 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 120 | INLF | 1.00 | 120.00 | 10.00 | 1,200.00 | 10.00 | 1,200.00 | 10.00 | 1,200.00 |
| 0035 | NS-804-00001 | Vibration Monitoring | 27 | EACH | 200.00 | 5,400.00 | 800.00 | 21,600.00 | 300.00 | 8,100.00 | 600.00 | 16,200.00 |
| CONTRACTOR TOTAL | 883,188.00 | 886,443.50 | 984,615.40 | 1,052,544.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - JB James Construction LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 170,000.00 | 170,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 55+00;31' X 151.8' TIMBER BRIDGE) (WITH CONCRETE DECK STRUCTURE) | 1 | EACH | 30,000.00 | 30,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 15+00; 22.7'X29.76' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 95,000.00 | 95,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 11.00 | 528.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 20.00 | 2,000.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 130.00 | 1,040.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,515 | LNFT | 2.00 | 3,030.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 427 | CUYD | 160.00 | 68,320.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 334.2 | TON | 200.00 | 66,840.00 |
| 0011 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 60 | LNFT | 65.00 | 3,900.00 |
| 0012 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 50 | LNFT | 90.00 | 4,500.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 |
| 0015 | 705-09-00100 | Rebuilt Fence | 65 | LNFT | 30.00 | 1,950.00 |
| 0016 | 707-04-00100 | Asphaltic Curb | 40 | LNFT | 20.00 | 800.00 |
| 0017 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 349 | SQYD | 70.00 | 24,430.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 349 | SQYD | 2.00 | 698.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 1.8 | TON | 900.00 | 1,620.00 |
| 0021 | 717-01-00100 | Seeding | 40 | LB | 20.00 | 800.00 |
| 0022 | 718-01-00100 | Fertilizer | 880 | LB | 1.00 | 880.00 |
| 0023 | 726-01-00100 | Bedding Material | 145.5 | CUYD | 85.00 | 12,367.50 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 130,000.00 | 130,000.00 |
| 0025 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 65.00 | 260.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0028 | 804-01-00200 | Precast Concrete Piles (14") | 1,107 | LNFT | 80.00 | 88,560.00 |
| 0029 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 |
| 0030 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 39.61 | CUYD | 1,400.00 | 55,454.00 |
| 0031 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 8 | SPAN | 35,000.00 | 280,000.00 |
| 0032 | 805-12-13060 | Reinforced Concrete Box Culverts (10' x 7') (Cast-In-Place) | 126 | LNFT | 1,100.00 | 138,600.00 |
| 0033 | 806-01-00100 | Deformed Reinforcing Steel | 2,942 | LB | 1.40 | 4,118.80 |
| 0034 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 120 | INLF | 3.50 | 420.00 |
| 0035 | NS-804-00001 | Vibration Monitoring | 27 | EACH | 100.00 | 2,700.00 |
| CONTRACTOR TOTAL | 1,289,416.30 | |||||