Bid Tabulations
Letting of
02/10/2010
LA DOTD Headquarters
| Lead Project: 713-52-0102 | |
| Parish: St. Tammany | |
| Routes: | |
| Description: LAKE ROAD BRIDGE | |
| Type Const: GRADING, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, SLAP SPAN AND QUAD BEAM SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $1,144,754.40 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09476 | Key Constructors, Inc. | $1,085,765.95 |
| 2 | 39462 | JB James Construction LLC | $1,201,707.81 |
| 3 | 09090 | Guinn Brothers, LLC. | $1,330,063.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Key Constructors, Inc. |
- 2 - JB James Construction LLC |
- 3 - Guinn Brothers, LLC. |
|||
| 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 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 3+012.;6.1M X 24.44M CONC BRIDGE) | 1 | each | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 55,000.00 | 55,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,282 | sq m | 9.00 | 11,538.00 | 10.00 | 12,820.00 | 7.00 | 8,974.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | lump | 110,000.00 | 110,000.00 | 197,000.00 | 197,000.00 | 50,000.00 | 50,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 14 | each | 20.00 | 280.00 | 20.00 | 280.00 | 100.00 | 1,400.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 80 | ln m | 85.00 | 6,800.00 | 40.00 | 3,200.00 | 1.00 | 80.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 600 | ln m | 16.50 | 9,900.00 | 3.00 | 1,800.00 | 9.00 | 5,400.00 |
| 0008 | 302-01-00100 | Class II Base Course | 328.8 | cu m | 90.00 | 29,592.00 | 100.00 | 32,880.00 | 175.00 | 57,540.00 |
| 0009 | 304-04-00400 | Lime Treatment (Type D) (300 mm Thick) | 706 | sq m | 10.00 | 7,060.00 | 10.00 | 7,060.00 | 20.00 | 14,120.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3 | cu m | 182.00 | 546.00 | 150.00 | 450.00 | 200.00 | 600.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 10 | cu m | 106.00 | 1,060.00 | 200.00 | 2,000.00 | 200.00 | 2,000.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 402.4 | Mg | 172.00 | 69,212.80 | 190.00 | 76,456.00 | 315.00 | 126,756.00 |
| 0013 | 704-03-00100 | Blocked Out Guard Rail | 165.74 | ln m | 60.00 | 9,944.40 | 44.00 | 7,292.56 | 65.00 | 10,773.10 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 22.88 | ln m | 175.00 | 4,004.00 | 100.00 | 2,288.00 | 250.00 | 5,720.00 |
| 0015 | 704-11-00100 | Guard Rail End Treatment (Flared) | 5 | each | 2,250.00 | 11,250.00 | 2,500.00 | 12,500.00 | 2,500.00 | 12,500.00 |
| 0016 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 115 | ln m | 32.50 | 3,737.50 | 25.00 | 2,875.00 | 50.00 | 5,750.00 |
| 0017 | 712-04-00100 | Flexible Revetment | 290 | sq m | 85.00 | 24,650.00 | 85.00 | 24,650.00 | 100.00 | 29,000.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 10,500.00 | 10,500.00 | 30,000.00 | 30,000.00 | 14,000.00 | 14,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 1.12 | Mg | 1,000.00 | 1,120.00 | 1,000.00 | 1,120.00 | 2,000.00 | 2,240.00 |
| 0020 | 717-01-00100 | Seeding | 14 | kg | 30.00 | 420.00 | 30.00 | 420.00 | 30.00 | 420.00 |
| 0021 | 718-01-00100 | Fertilizer | 313 | kg | 1.25 | 391.25 | 1.25 | 391.25 | 3.00 | 939.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | lump | 150,000.00 | 150,000.00 | 115,000.00 | 115,000.00 | 200,000.00 | 200,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 5 | each | 75.00 | 375.00 | 65.00 | 325.00 | 100.00 | 500.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | lump | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 |
| 0025 | 804-01-00200 | Precast Concrete Piles (350 mm) | 405 | ln m | 245.00 | 99,225.00 | 180.00 | 72,900.00 | 250.00 | 101,250.00 |
| 0026 | 804-01-00600 | Precast Concrete Piles (600 mm) | 174 | ln m | 590.00 | 102,660.00 | 250.00 | 43,500.00 | 650.00 | 113,100.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | each | 30,000.00 | 30,000.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 |
| 0028 | 805-10-01320 | Bridge Superstructure and Substructure (7.3 m Clear Roadway; 90 Degree Crossing) (Cast-in-Place) (QUAD BEAM SPAN) | 1 | span | 95,000.00 | 95,000.00 | 125,000.00 | 125,000.00 | 150,000.00 | 150,000.00 |
| 0029 | 805-10-01320 | Bridge Superstructure and Substructure (7.3 m Clear Roadway; 90 Degree Crossing) (Cast-in-Place) (SLAB SPAN) | 5 | span | 35,000.00 | 175,000.00 | 52,000.00 | 260,000.00 | 56,000.00 | 280,000.00 |
| 0030 | NS-800-00040 | Concrete Approach Slabs (7.3M CLR RDWY; 90 DEG CROSSING) (CIP) (CURVED) | 1 | each | 8,500.00 | 8,500.00 | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs (7.3M CLR RDWY; 90 DEG CROSSING) (CIP) | 1 | each | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 | 17,000.00 | 17,000.00 |
| CONTRACTOR TOTAL | 1,085,765.95 | 1,201,707.81 | 1,330,063.10 | |||||||