Bid Tabulations
Letting of
01/09/2013
LA DOTD Headquarters
| Lead Project: H.006362.6 | |
| Parish: Washington | |
| Routes: | |
| Description: PETERSON RD. BR., AND M THOMAS RD. BR. | |
| Type Const: REMOVAL OF TIMBER BRIDGES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, DRAINAGE STRUCTURES, BRIDGE SUPERSTRUCTURE AND SUBSTRUCTURE, AND RELATED WORK. | |
| Estimated Construction Cost: $583,122.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W Contractors, Inc. | $558,169.50 |
| 2 | 55519 | Key, LLC Of Mississippi | $655,179.00 |
| 3 | 56288 | Guinn Services, LLC | $693,356.50 |
| 4 | 00481 | Coastal Bridge Co., L.L.C. | $749,943.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - C W & W Contractors, Inc. |
- 2 - Key, LLC Of Mississippi |
- 3 - Guinn Services, LLC |
- 4 - Coastal Bridge Co., L.L.C. |
||||
| 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 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 414+99; 18'X43.7' TIMBER BRIDGE) | 1 | EACH | 9,000.00 | 9,000.00 | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 22,500.00 | 22,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 614+97; 20.5'X25' TIMBER BRIDGE) | 1 | EACH | 9,000.00 | 9,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 17,500.00 | 17,500.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 17,000.00 | 17,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 40 | EACH | 10.00 | 400.00 | 15.00 | 600.00 | 15.00 | 600.00 | 18.00 | 720.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 1,604 | LNFT | 2.00 | 3,208.00 | 3.75 | 6,015.00 | 3.00 | 4,812.00 | 2.00 | 3,208.00 |
| 0007 | 302-01-00100 | Class II Base Course | 357.5 | CUYD | 90.00 | 32,175.00 | 110.00 | 39,325.00 | 105.00 | 37,537.50 | 155.00 | 55,412.50 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 20 | CUYD | 30.00 | 600.00 | 115.00 | 2,300.00 | 110.00 | 2,200.00 | 120.00 | 2,400.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 282.7 | TON | 175.00 | 49,472.50 | 175.00 | 49,472.50 | 225.00 | 63,607.50 | 210.00 | 59,367.00 |
| 0010 | 701-01-02280 | Cross Drain Pipe (96" RCP or 108" CMP) | 234 | LNFT | 600.00 | 140,400.00 | 485.00 | 113,490.00 | 665.00 | 155,610.00 | 525.00 | 122,850.00 |
| 0011 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 24 | LNFT | 55.00 | 1,320.00 | 60.00 | 1,440.00 | 85.00 | 2,040.00 | 125.00 | 3,000.00 |
| 0012 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 80 | LNFT | 75.00 | 6,000.00 | 70.00 | 5,600.00 | 95.00 | 7,600.00 | 100.00 | 8,000.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 65.00 | 3,250.00 | 75.00 | 3,750.00 | 75.00 | 3,750.00 | 90.00 | 4,500.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 50 | LNFT | 65.00 | 3,250.00 | 45.00 | 2,250.00 | 50.00 | 2,500.00 | 54.00 | 2,700.00 |
| 0015 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,200.00 | 4,400.00 | 2,250.00 | 4,500.00 | 2,600.00 | 5,200.00 | 2,700.00 | 5,400.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 150 | LNFT | 10.00 | 1,500.00 | 15.00 | 2,250.00 | 9.00 | 1,350.00 | 18.00 | 2,700.00 |
| 0017 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 200.00 | 200.00 | 1,250.00 | 1,250.00 | 800.00 | 800.00 | 1,500.00 | 1,500.00 |
| 0018 | 706-02-00200 | Concrete Drive (6" Thick) | 35 | SQYD | 85.00 | 2,975.00 | 100.00 | 3,500.00 | 100.00 | 3,500.00 | 225.00 | 7,875.00 |
| 0019 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 246 | SQYD | 65.00 | 15,990.00 | 85.00 | 20,910.00 | 85.00 | 20,910.00 | 85.00 | 20,910.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 913 | SQYD | 3.00 | 2,739.00 | 4.00 | 3,652.00 | 4.50 | 4,108.50 | 3.00 | 2,739.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,300.00 | 1,170.00 | 1,500.00 | 1,350.00 | 3,500.00 | 3,150.00 | 1,800.00 | 1,620.00 |
| 0023 | 717-01-00100 | Seeding | 15 | LB | 25.00 | 375.00 | 25.00 | 375.00 | 30.00 | 450.00 | 30.00 | 450.00 |
| 0024 | 718-01-00100 | Fertilizer | 480 | LB | 2.00 | 960.00 | 1.00 | 480.00 | 2.20 | 1,056.00 | 1.00 | 480.00 |
| 0025 | 726-01-00100 | Bedding Material | 106.7 | CUYD | 160.00 | 17,072.00 | 85.00 | 9,069.50 | 120.00 | 12,804.00 | 120.00 | 12,804.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 52,000.00 | 52,000.00 | 55,000.00 | 55,000.00 | 65,000.00 | 65,000.00 | 74,000.00 | 74,000.00 |
| 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 85.00 | 340.00 | 65.00 | 260.00 | 100.00 | 400.00 | 80.00 | 320.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | EACH | 85.00 | 510.00 | 75.00 | 450.00 | 110.00 | 660.00 | 90.00 | 540.00 |
| 0029 | 735-01-00100 | Mailboxes | 3 | EACH | 150.00 | 450.00 | 250.00 | 750.00 | 150.00 | 450.00 | 180.00 | 540.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | 16,000.00 | 16,000.00 | 25,000.00 | 25,000.00 |
| 0031 | 804-01-00200 | Precast Concrete Piles (14") | 876 | LNFT | 62.00 | 54,312.00 | 65.00 | 56,940.00 | 60.00 | 52,560.00 | 58.00 | 50,808.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 0033 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 3 | SPAN | 25,000.00 | 75,000.00 | 35,000.00 | 105,000.00 | 35,500.00 | 106,500.00 | 32,000.00 | 96,000.00 |
| 0034 | NS-800-00040 | Concrete Approach Slabs (24'X 90 DEG CROSSING; W/O ASPHALT) | 2 | EACH | 6,250.00 | 12,500.00 | 15,000.00 | 30,000.00 | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 |
| 0035 | NS-804-00001 | Vibration Monitoring (INCLUDING INITIAL SURVEY) | 12 | EACH | 300.00 | 3,600.00 | 850.00 | 10,200.00 | 600.00 | 7,200.00 | 550.00 | 6,600.00 |
| CONTRACTOR TOTAL | 558,169.50 | 655,179.00 | 693,356.50 | 749,943.50 | ||||||||