Bid Tabulations
Letting of
10/26/2011
LA DOTD Headquarters
| Lead Project: 450-08-0057 | |
| Parish: West Baton Rouge | |
| Routes: I-10 | |
| Description: IBERVILLE PARISH LINE - W. END MISS. BRIDGE | |
| Type Const: PAVEMENT PATCHING AND JOINT REPAIR, SUPERPAVE ASPHALTIC CONCRETE OVERLY, OGFC THIN LIFT ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $5,154,044.32 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $4,707,211.91 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $4,829,398.84 |
| 3 | 00046 | Barber Bros. Contracting Co., L.L.C | $5,060,132.80 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $5,140,378.21 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - F.G. Sullivan, Jr. Contractor LLC |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Barber Bros. Contracting Co., L.L.C |
- 4 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of Existing Raised Pavement Markers | 10,964 | EACH | 1.00 | 10,964.00 | 0.25 | 2,741.00 | 0.50 | 5,482.00 | 1.00 | 10,964.00 |
| 0002 | 204-02-00100 | Temporary Hay or Straw Bales | 126 | EACH | 10.50 | 1,323.00 | 5.00 | 630.00 | 20.00 | 2,520.00 | 15.00 | 1,890.00 |
| 0003 | 204-06-00100 | Temporary Silt Fencing | 13,812.4 | LNFT | 1.40 | 19,337.36 | 0.10 | 1,381.24 | 1.50 | 20,718.60 | 1.30 | 17,956.12 |
| 0004 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 20,750 | TON | 140.00 | 2,905,000.00 | 105.00 | 2,178,750.00 | 150.00 | 3,112,500.00 | 140.00 | 2,905,000.00 |
| 0005 | 501-02-00001 | Tack Coat | 83,000 | GAL | 3.73 | 309,590.00 | 8.00 | 664,000.00 | 3.25 | 269,750.00 | 3.50 | 290,500.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 1,550 | TON | 140.00 | 217,000.00 | 150.00 | 232,500.00 | 110.00 | 170,500.00 | 142.00 | 220,100.00 |
| 0007 | 509-01-00100 | Cold Planing Asphaltic Pavement | 14,080 | SQYD | 6.00 | 84,480.00 | 15.00 | 211,200.00 | 5.00 | 70,400.00 | 6.00 | 84,480.00 |
| 0008 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -313 | CUYD | 0.00 | 0.00 | 1.00 | -313.00 | 0.00 | 0.00 | 5.00 | -1,565.00 |
| 0009 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 100 | SQYD | 150.00 | 15,000.00 | 125.00 | 12,500.00 | 100.00 | 10,000.00 | 140.00 | 14,000.00 |
| 0010 | 510-03-00100 | Pavement Joint Repair | 100 | TON | 150.00 | 15,000.00 | 275.00 | 27,500.00 | 250.00 | 25,000.00 | 230.00 | 23,000.00 |
| 0011 | 602-07-00100 | Patching Continuously Reinforced Concrete Pavement | 100 | SQYD | 625.00 | 62,500.00 | 300.00 | 30,000.00 | 500.00 | 50,000.00 | 450.00 | 45,000.00 |
| 0012 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 240,000.00 | 240,000.00 | 225,000.00 | 225,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 |
| 0013 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 24.26 | MILE | 400.00 | 9,704.00 | 175.00 | 4,245.50 | 600.00 | 14,556.00 | 375.00 | 9,097.50 |
| 0014 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 26.26 | MILE | 150.00 | 3,939.00 | 150.00 | 3,939.00 | 200.00 | 5,252.00 | 175.00 | 4,595.50 |
| 0015 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 50.532 | MILE | 200.00 | 10,106.40 | 200.00 | 10,106.40 | 250.00 | 12,633.00 | 235.00 | 11,875.02 |
| 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 325,000.00 | 325,000.00 | 470,000.00 | 470,000.00 | 400,000.00 | 400,000.00 | 500,000.00 | 500,000.00 |
| 0017 | 731-02-00100 | Reflectorized Raised Pavement Markers | 8,734 | EACH | 4.00 | 34,936.00 | 5.00 | 43,670.00 | 5.00 | 43,670.00 | 4.71 | 41,137.14 |
| 0018 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 4,097 | LNFT | 1.35 | 5,530.95 | 1.50 | 6,145.50 | 1.60 | 6,555.20 | 1.59 | 6,514.23 |
| 0019 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 1,120 | LNFT | 4.50 | 5,040.00 | 4.50 | 5,040.00 | 6.00 | 6,720.00 | 5.35 | 5,992.00 |
| 0020 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 50.532 | MILE | 2,600.00 | 131,383.20 | 2,600.00 | 131,383.20 | 3,000.00 | 151,596.00 | 3,000.00 | 151,596.00 |
| 0021 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 24.26 | MILE | 800.00 | 19,408.00 | 800.00 | 19,408.00 | 1,000.00 | 24,260.00 | 945.00 | 22,925.70 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 225,000.00 | 225,000.00 | 25,000.00 | 25,000.00 | 8,400.00 | 8,400.00 |
| 0023 | NS-500-00280 | Surface Preparation | 1 | LUMP | 200,000.00 | 200,000.00 | 287,000.00 | 287,000.00 | 315,000.00 | 315,000.00 | 400,000.00 | 400,000.00 |
| 0024 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 7,020 | INLF | 1.00 | 7,020.00 | 1.10 | 7,722.00 | 1.00 | 7,020.00 | 1.00 | 7,020.00 |
| 0025 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 5,500.00 | 22,000.00 | 3,000.00 | 12,000.00 | 15,000.00 | 60,000.00 | 16,000.00 | 64,000.00 |
| 0026 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 51 | MILE | 450.00 | 22,950.00 | 350.00 | 17,850.00 | 1,000.00 | 51,000.00 | 900.00 | 45,900.00 |
| CONTRACTOR TOTAL | 4,707,211.91 | 4,829,398.84 | 5,060,132.80 | 5,140,378.21 | ||||||||