Bid Tabulations
Letting of
05/09/2012
LA DOTD Headquarters
| Lead Project: H.009672.6 | |
| Parish: Caddo | |
| Routes: | |
| Description: SOUTH LAKESHORE DRIVE BRIDGE OVER TRIBUTARY TO CROSS LAKE | |
| Type Const: CLEARING AND GRUBBING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $495,670.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 56288 | Guinn Services, LLC | $442,876.00 |
| 2 | 28218 | F. J. Burnell, Inc. | $446,720.00 |
| 3 | 00044 | Guinn Construction, LLC | $458,227.00 |
| 4 | 18546 | C W & W Contractors, Inc. | $474,689.00 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $499,956.60 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Services, LLC |
- 2 - F. J. Burnell, Inc. |
- 3 - Guinn Construction, LLC |
- 4 - 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 | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 | 12,000.00 | 12,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 210+00; 24' X 40' STEEL & CONC BR | 1 | EACH | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,406 | SQYD | 4.50 | 6,327.00 | 5.00 | 7,030.00 | 4.00 | 5,624.00 | 5.00 | 7,030.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 42,000.00 | 42,000.00 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 | 70,000.00 | 70,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 8 | EACH | 20.00 | 160.00 | 25.00 | 200.00 | 10.00 | 80.00 | 20.00 | 160.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 60 | LNFT | 15.00 | 900.00 | 1.00 | 60.00 | 0.00 | 0.00 | 10.00 | 600.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 150.00 | 600.00 | 125.00 | 500.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,190 | LNFT | 2.00 | 2,380.00 | 2.00 | 2,380.00 | 2.50 | 2,975.00 | 2.00 | 2,380.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 304.4 | CUYD | 85.00 | 25,874.00 | 75.00 | 22,830.00 | 80.00 | 24,352.00 | 105.00 | 31,962.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 238.2 | TON | 175.00 | 41,685.00 | 165.00 | 39,303.00 | 200.00 | 47,640.00 | 150.00 | 35,730.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 40.00 | 2,000.00 | 22.00 | 1,100.00 | 24.00 | 1,200.00 | 20.00 | 1,000.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 65.00 | 6,500.00 | 60.00 | 6,000.00 | 65.00 | 6,500.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,500.00 | 5,000.00 | 2,300.00 | 4,600.00 | 2,200.00 | 4,400.00 | 2,200.00 | 4,400.00 |
| 0014 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,500.00 | 5,000.00 | 2,600.00 | 5,200.00 | 2,500.00 | 5,000.00 | 2,200.00 | 4,400.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 462 | SQYD | 65.00 | 30,030.00 | 70.00 | 32,340.00 | 70.00 | 32,340.00 | 65.00 | 30,030.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 462 | SQYD | 4.50 | 2,079.00 | 2.00 | 924.00 | 5.00 | 2,310.00 | 3.00 | 1,386.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,500.00 | 6,500.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 1.4 | TON | 2,000.00 | 2,800.00 | 1,000.00 | 1,400.00 | 1,500.00 | 2,100.00 | 700.00 | 980.00 |
| 0019 | 717-01-00100 | Seeding | 21 | LB | 20.00 | 420.00 | 13.00 | 273.00 | 25.00 | 525.00 | 10.00 | 210.00 |
| 0020 | 718-01-00100 | Fertilizer | 680 | LB | 1.50 | 1,020.00 | 1.00 | 680.00 | 1.00 | 680.00 | 1.00 | 680.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 38,000.00 | 38,000.00 | 42,500.00 | 42,500.00 | 48,000.00 | 48,000.00 | 47,000.00 | 47,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 | 100.00 | 400.00 | 85.00 | 340.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 8,000.00 | 8,000.00 |
| 0024 | 804-01-00300 | Precast Concrete Piles (16") | 660 | LNFT | 70.00 | 46,200.00 | 100.00 | 66,000.00 | 70.00 | 46,200.00 | 75.00 | 49,500.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0026 | 805-10-02340 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place Bents Only) | 4 | SPAN | 29,000.00 | 116,000.00 | 33,000.00 | 132,000.00 | 30,000.00 | 120,000.00 | 28,000.00 | 112,000.00 |
| 0027 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 90 DEG CROSSING W/O ASPHALT | 2 | EACH | 10,000.00 | 20,000.00 | 5,500.00 | 11,000.00 | 16,000.00 | 32,000.00 | 15,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 442,876.00 | 446,720.00 | 458,227.00 | 474,689.00 | ||||||||
| 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 | 9,000.00 | 9,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 210+00; 24' X 40' STEEL & CONC BR | 1 | EACH | 11,000.00 | 11,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,406 | SQYD | 3.00 | 4,218.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 65,000.00 | 65,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 8 | EACH | 10.00 | 80.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 60 | LNFT | 35.00 | 2,100.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 200.00 | 800.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,190 | LNFT | 2.50 | 2,975.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 304.4 | CUYD | 90.00 | 27,396.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 238.2 | TON | 173.00 | 41,208.60 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 21.00 | 1,050.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 58.00 | 5,800.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,200.00 | 4,400.00 |
| 0014 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,500.00 | 5,000.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 462 | SQYD | 60.00 | 27,720.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 462 | SQYD | 2.50 | 1,155.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,000.00 | 9,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 1.4 | TON | 1,200.00 | 1,680.00 |
| 0019 | 717-01-00100 | Seeding | 21 | LB | 26.00 | 546.00 |
| 0020 | 718-01-00100 | Fertilizer | 680 | LB | 1.10 | 748.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 80,000.00 | 80,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 |
| 0024 | 804-01-00300 | Precast Concrete Piles (16") | 660 | LNFT | 83.00 | 54,780.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 |
| 0026 | 805-10-02340 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place Bents Only) | 4 | SPAN | 29,500.00 | 118,000.00 |
| 0027 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY, 90 DEG CROSSING W/O ASPHALT | 2 | EACH | 7,500.00 | 15,000.00 |
| CONTRACTOR TOTAL | 499,956.60 | |||||