Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 713-53-0118 | |
| Parish: Tangipahoa | |
| Routes: | |
| Description: Z. MCDANIEL ROAD BRIDGE OVER REEDY BRANCH | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGES, AND RELATED WORK. | |
| Estimated Construction Cost: $764,103.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 09090 | Guinn Brothers, LLC. | $789,107.00 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $795,269.00 |
| 3 | 09476 | Key Constructors, Inc. | $797,473.30 |
| 4 | 39462 | JB James Construction LLC | $803,588.60 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Guinn Brothers, LLC. |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Key Constructors, Inc. |
- 4 - JB James Construction 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 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 34,500.00 | 34,500.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00;19.0' X 38.8' TIMBER BRIDGE) (WITH WINGWALLS) | 1 | EACH | 6,000.00 | 6,000.00 | 27,500.00 | 27,500.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 100+00;19.1' X 56.7' TIMBER BRIDGE) (WITH WINGWALLS) | 1 | EACH | 8,000.00 | 8,000.00 | 27,500.00 | 27,500.00 | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 581.2 | SQYD | 10.00 | 5,812.00 | 10.00 | 5,812.00 | 9.00 | 5,230.80 | 8.00 | 4,649.60 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 85,000.00 | 85,000.00 | 52,000.00 | 52,000.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 260 | LNFT | 0.00 | 0.00 | 25.00 | 6,500.00 | 10.00 | 2,600.00 | 5.00 | 1,300.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 100.00 | 600.00 | 125.00 | 750.00 | 150.00 | 900.00 | 150.00 | 900.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 705 | LNFT | 5.00 | 3,525.00 | 4.00 | 2,820.00 | 3.00 | 2,115.00 | 3.00 | 2,115.00 |
| 0009 | 302-01-00100 | Class II Base Course | 282.1 | CUYD | 100.00 | 28,210.00 | 100.00 | 28,210.00 | 115.00 | 32,441.50 | 110.00 | 31,031.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 11 | CUYD | 100.00 | 1,100.00 | 100.00 | 1,100.00 | 100.00 | 1,100.00 | 105.00 | 1,155.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 220 | TON | 220.00 | 48,400.00 | 225.00 | 49,500.00 | 225.00 | 49,500.00 | 225.00 | 49,500.00 |
| 0012 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 110 | LNFT | 100.00 | 11,000.00 | 85.00 | 9,350.00 | 70.00 | 7,700.00 | 60.00 | 6,600.00 |
| 0013 | 701-05-02100 | Side Drain Pipe (Erosion) (36" PP/CMP) | 126 | LNFT | 150.00 | 18,900.00 | 100.00 | 12,600.00 | 85.00 | 10,710.00 | 70.00 | 8,820.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 70.00 | 14,000.00 | 65.00 | 13,000.00 | 55.00 | 11,000.00 | 55.00 | 11,000.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 35.00 | 7,000.00 | 35.00 | 7,000.00 | 30.00 | 6,000.00 | 30.00 | 6,000.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 520 | LNFT | 8.50 | 4,420.00 | 25.00 | 13,000.00 | 7.50 | 3,900.00 | 7.50 | 3,900.00 |
| 0017 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 807 | SQYD | 85.00 | 68,595.00 | 60.00 | 48,420.00 | 74.00 | 59,718.00 | 60.00 | 48,420.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 807 | SQYD | 5.00 | 4,035.00 | 3.00 | 2,421.00 | 3.00 | 2,421.00 | 3.00 | 2,421.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 17,000.00 | 17,000.00 | 30,000.00 | 30,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 0.7 | TON | 4,000.00 | 2,800.00 | 1,500.00 | 1,050.00 | 2,000.00 | 1,400.00 | 1,000.00 | 700.00 |
| 0021 | 717-01-00100 | Seeding | 17 | LB | 20.00 | 340.00 | 30.00 | 510.00 | 25.00 | 425.00 | 25.00 | 425.00 |
| 0022 | 718-01-00100 | Fertilizer | 374 | LB | 2.00 | 748.00 | 1.00 | 374.00 | 2.00 | 748.00 | 2.00 | 748.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 | 93,000.00 | 93,000.00 | 80,000.00 | 80,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 150.00 | 2,400.00 | 85.00 | 1,360.00 | 75.00 | 1,200.00 | 75.00 | 1,200.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 21,000.00 | 21,000.00 | 15,000.00 | 15,000.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (14") | 1,707 | LNFT | 60.00 | 102,420.00 | 56.00 | 95,592.00 | 52.00 | 88,764.00 | 52.00 | 88,764.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1,000.00 | 2,000.00 | 5,000.00 | 10,000.00 | 1,500.00 | 3,000.00 |
| 0028 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 35,000.00 | 105,000.00 | 34,000.00 | 102,000.00 | 30,500.00 | 91,500.00 | 39,000.00 | 117,000.00 |
| 0029 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 4 | SPAN | 35,000.00 | 140,000.00 | 34,000.00 | 136,000.00 | 30,000.00 | 120,000.00 | 37,500.00 | 150,000.00 |
| 0030 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 4 | EACH | 10,000.00 | 40,000.00 | 7,500.00 | 30,000.00 | 9,500.00 | 38,000.00 | 7,500.00 | 30,000.00 |
| 0031 | 729-01-00100 | Sign (Type A) | 12 | SQFT | 50.00 | 600.00 | 50.00 | 600.00 | 75.00 | 900.00 | 25.00 | 300.00 |
| 0032 | 729-21-00100 | U-Channel Post | 2 | EACH | 100.00 | 200.00 | 150.00 | 300.00 | 100.00 | 200.00 | 70.00 | 140.00 |
| CONTRACTOR TOTAL | 789,107.00 | 795,269.00 | 797,473.30 | 803,588.60 | ||||||||