Bid Tabulations
Letting of
04/28/2010
LA DOTD Headquarters
| Lead Project: 713-02-0121 | |
| Parish: Allen | |
| Routes: | |
| Description: N. CARPENTER ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $446,104.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | Guinn Brothers, LLC. | $297,998.50 |
| 2 | 08815 | W. E. Mcdonald & Son, LLC. | $316,371.00 |
| 3 | 01012 | Cecil D. Gassiott, LLC | $392,865.50 |
| 4 | 49239 | W L Bass Construction Inc. | $458,971.50 |
| 5 | 39462 | JB James Construction LLC | $497,449.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Brothers, LLC. |
- 2 - W. E. Mcdonald & Son, LLC. |
- 3 - Cecil D. Gassiott, LLC |
- 4 - W L Bass 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 | 4,000.00 | 4,000.00 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00;19.7' X 53.4' TIMBER BRIDGE) | 1 | EACH | 4,000.00 | 4,000.00 | 8,000.00 | 8,000.00 | 7,000.00 | 7,000.00 | 500.00 | 500.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 15,500.00 | 15,500.00 | 10,000.00 | 10,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 10.00 | 40.00 | 1.00 | 4.00 | 40.00 | 160.00 | 20.00 | 80.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 0.00 | 0.00 | 1.00 | 40.00 | 40.00 | 1,600.00 | 1.00 | 40.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 100.00 | 400.00 | 1.00 | 4.00 | 300.00 | 1,200.00 | 250.00 | 1,000.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 750 | LNFT | 3.00 | 2,250.00 | 0.10 | 75.00 | 2.50 | 1,875.00 | 2.50 | 1,875.00 |
| 0008 | 302-01-00100 | Class II Base Course | 163.7 | CUYD | 95.00 | 15,551.50 | 120.00 | 19,644.00 | 115.00 | 18,825.50 | 125.00 | 20,462.50 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 16 | CUYD | 150.00 | 2,400.00 | 50.00 | 800.00 | 125.00 | 2,000.00 | 120.00 | 1,920.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 127.6 | TON | 160.00 | 20,416.00 | 250.00 | 31,900.00 | 200.00 | 25,520.00 | 275.00 | 35,090.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 62.00 | 6,200.00 | 59.00 | 5,900.00 | 60.00 | 6,000.00 | 75.00 | 7,500.00 |
| 0012 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 35.00 | 3,500.00 | 32.00 | 3,200.00 | 35.00 | 3,500.00 | 50.00 | 5,000.00 |
| 0013 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 209 | SQYD | 75.00 | 15,675.00 | 60.00 | 12,540.00 | 75.00 | 15,675.00 | 60.00 | 12,540.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 209 | SQYD | 5.00 | 1,045.00 | 2.00 | 418.00 | 5.00 | 1,045.00 | 2.00 | 418.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 5,500.00 | 5,500.00 | 4,000.00 | 4,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,000.00 | 1,000.00 | 1,000.00 | 500.00 | 1,750.00 | 875.00 | 2,000.00 | 1,000.00 |
| 0017 | 717-01-00100 | Seeding | 11 | LB | 25.00 | 275.00 | 25.00 | 275.00 | 20.00 | 220.00 | 20.00 | 220.00 |
| 0018 | 718-01-00100 | Fertilizer | 220 | LB | 1.00 | 220.00 | 1.00 | 220.00 | 1.50 | 330.00 | 5.00 | 1,100.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 26,000.00 | 26,000.00 | 15,000.00 | 15,000.00 | 40,000.00 | 40,000.00 | 55,000.00 | 55,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 100.00 | 800.00 | 75.00 | 600.00 | 80.00 | 640.00 | 75.00 | 600.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 |
| 0022 | 804-01-00200 | Precast Concrete Piles (14") | 1,005 | LNFT | 45.00 | 45,225.00 | 50.00 | 50,250.00 | 60.00 | 60,300.00 | 125.00 | 125,625.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0024 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (CURVED) | 4 | SPAN | 28,000.00 | 112,000.00 | 27,000.00 | 108,000.00 | 40,000.00 | 160,000.00 | 35,000.00 | 140,000.00 |
| 0025 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (CURVED) (W/O ASPHALT) | 2 | EACH | 8,000.00 | 16,000.00 | 8,500.00 | 17,000.00 | 7,000.00 | 14,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 297,998.50 | 316,371.00 | 392,865.50 | 458,971.50 | ||||||||
| 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 | 55,000.00 | 55,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00;19.7' X 53.4' TIMBER BRIDGE) | 1 | EACH | 28,000.00 | 28,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 20.00 | 80.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 20.00 | 800.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 150.00 | 600.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 750 | LNFT | 3.00 | 2,250.00 |
| 0008 | 302-01-00100 | Class II Base Course | 163.7 | CUYD | 85.00 | 13,914.50 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 16 | CUYD | 80.00 | 1,280.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 127.6 | TON | 255.00 | 32,538.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 |
| 0012 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 32.00 | 3,200.00 |
| 0013 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 209 | SQYD | 90.00 | 18,810.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 209 | SQYD | 3.00 | 627.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 1,000.00 | 500.00 |
| 0017 | 717-01-00100 | Seeding | 11 | LB | 20.00 | 220.00 |
| 0018 | 718-01-00100 | Fertilizer | 220 | LB | 2.50 | 550.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 48,000.00 | 48,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 24,000.00 | 24,000.00 |
| 0022 | 804-01-00200 | Precast Concrete Piles (14") | 1,005 | LNFT | 56.00 | 56,280.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 |
| 0024 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (CURVED) | 4 | SPAN | 36,000.00 | 144,000.00 |
| 0025 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (CURVED) (W/O ASPHALT) | 2 | EACH | 7,100.00 | 14,200.00 |
| CONTRACTOR TOTAL | 497,449.50 | |||||