Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 713-02-0123 | |
| Parish: Allen | |
| Routes: | |
| Description: 13TH STREET BRIDGE | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $418,842.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $377,670.00 |
| 2 | 09090 | Guinn Brothers, LLC. | $413,311.00 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $489,024.30 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Guinn Brothers, LLC. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 6,500.00 | 6,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA. 15+00;19.4' X 58.5' TIMBER BRIDGE) | 1 | EACH | 7,000.00 | 7,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 45.1 | SQYD | 25.00 | 1,127.50 | 10.00 | 451.00 | 8.00 | 360.80 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 100.00 | 400.00 | 0.00 | 0.00 | 50.00 | 200.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 15.00 | 600.00 | 0.00 | 0.00 | 1.00 | 40.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 250.00 | 1,000.00 | 100.00 | 400.00 | 400.00 | 1,600.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 910 | LNFT | 3.00 | 2,730.00 | 3.00 | 2,730.00 | 2.00 | 1,820.00 |
| 0010 | 302-01-00100 | Class II Base Course | 239.6 | CUYD | 97.00 | 23,241.20 | 85.00 | 20,366.00 | 85.00 | 20,366.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 38 | CUYD | 50.00 | 1,900.00 | 85.00 | 3,230.00 | 100.00 | 3,800.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 30 | CUYD | 0.01 | 0.30 | 50.00 | 1,500.00 | 70.00 | 2,100.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 187.6 | TON | 170.00 | 31,892.00 | 180.00 | 33,768.00 | 140.00 | 26,264.00 |
| 0014 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 460 | LNFT | 70.00 | 32,200.00 | 55.00 | 25,300.00 | 75.00 | 34,500.00 |
| 0015 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 160 | LNFT | 95.00 | 15,200.00 | 80.00 | 12,800.00 | 80.00 | 12,800.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 20.00 | 750.00 | 25.00 | 937.50 | 25.00 | 937.50 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 58.00 | 4,350.00 | 65.00 | 4,875.00 | 70.00 | 5,250.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,400.00 | 9,600.00 | 2,800.00 | 11,200.00 |
| 0019 | 706-02-00200 | Concrete Drive (6" Thick) | 45.1 | SQYD | 100.00 | 4,510.00 | 55.00 | 2,480.50 | 60.00 | 2,706.00 |
| 0020 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 416 | SQYD | 55.00 | 22,880.00 | 80.00 | 33,280.00 | 60.00 | 24,960.00 |
| 0021 | 711-04-00100 | Geotextile Fabric | 416 | SQYD | 3.00 | 1,248.00 | 5.00 | 2,080.00 | 2.00 | 832.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,000.00 | 9,000.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 12,000.00 | 12,000.00 | 24,000.00 | 24,000.00 | 45,000.00 | 45,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 150.00 | 600.00 | 90.00 | 360.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 |
| 0026 | 804-01-00200 | Precast Concrete Piles (14") | 840 | LNFT | 45.00 | 37,800.00 | 50.00 | 42,000.00 | 55.00 | 46,200.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 0028 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 4 | SPAN | 27,000.00 | 108,000.00 | 30,000.00 | 120,000.00 | 32,000.00 | 128,000.00 |
| 0029 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 114 | INLF | 10.00 | 1,140.00 | 8.00 | 912.00 | 2.00 | 228.00 |
| 0030 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,500.00 | 17,000.00 | 10,000.00 | 20,000.00 | 8,500.00 | 17,000.00 |
| CONTRACTOR TOTAL | 377,670.00 | 413,311.00 | 489,024.30 | |||||||