Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: H.009068.6 | |
| Parish: St. Landry | |
| Routes: LA 105 | |
| Description: LA 105: JCT LA 10 TO JCT LA 360 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $2,370,597.06 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | Prairie Contractors Inc. | $2,422,201.97 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,497,971.94 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $2,510,565.62 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Prairie Contractors Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 95 | EACH | 100.00 | 9,500.00 | 140.00 | 13,300.00 | 165.00 | 15,675.00 |
| 0002 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 3,816 | CUYD | 58.00 | 221,328.00 | 72.00 | 274,752.00 | 95.00 | 362,520.00 |
| 0003 | 502-01-00100 | Superpave Asphaltic Concrete | 12,938.5 | TON | 90.25 | 1,167,699.63 | 85.00 | 1,099,772.50 | 90.00 | 1,164,465.00 |
| 0004 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 160 | TON | 160.00 | 25,600.00 | 150.00 | 24,000.00 | 170.00 | 27,200.00 |
| 0005 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 65,987 | GAL | 3.40 | 224,355.80 | 3.50 | 230,954.50 | 3.80 | 250,750.60 |
| 0006 | 507-02-00200 | Aggregate (S2) | 97,040 | SQYD | 0.92 | 89,276.80 | 0.90 | 87,336.00 | 1.00 | 97,040.00 |
| 0007 | 507-02-00300 | Aggregate (S3) | 97,040 | SQYD | 0.74 | 71,809.60 | 0.65 | 63,076.00 | 0.85 | 82,484.00 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 19,964 | SQYD | 2.40 | 47,913.60 | 3.25 | 64,883.00 | 0.50 | 9,982.00 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,363 | CUYD | 0.01 | -13.63 | 0.10 | -136.30 | 1.00 | -1,363.00 |
| 0010 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,000 | SQYD | 83.50 | 83,500.00 | 92.00 | 92,000.00 | 90.00 | 90,000.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 26,000.00 | 26,000.00 | 7,500.00 | 7,500.00 |
| 0012 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.969 | MILE | 400.00 | 3,587.60 | 165.00 | 1,479.89 | 370.00 | 3,318.53 |
| 0013 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.763 | MILE | 0.01 | 0.06 | 160.00 | 922.08 | 1.00 | 5.76 |
| 0014 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 27.801 | MILE | 0.01 | 0.28 | 290.00 | 8,062.29 | 1.00 | 27.80 |
| 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 65,000.00 | 65,000.00 | 125,000.00 | 125,000.00 | 100,000.00 | 100,000.00 |
| 0016 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,185 | EACH | 4.75 | 5,628.75 | 5.00 | 5,925.00 | 5.25 | 6,221.25 |
| 0017 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 27.801 | MILE | 2,550.00 | 70,892.55 | 2,700.00 | 75,062.70 | 2,900.00 | 80,622.90 |
| 0018 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.763 | MILE | 800.00 | 4,610.40 | 850.00 | 4,898.55 | 900.00 | 5,186.70 |
| 0019 | 732-05-00100 | Removal of Existing Markings | 0.608 | MILE | 3,000.00 | 1,824.00 | 2,300.00 | 1,398.40 | 2,450.00 | 1,489.60 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 100.00 | 100.00 | 14,000.00 | 14,000.00 | 7,000.00 | 7,000.00 |
| 0021 | NS-500-00380 | Micro-surfacing Aggregate | 192.6 | TON | 500.00 | 96,300.00 | 215.00 | 41,409.00 | 285.00 | 54,891.00 |
| 0022 | NS-500-00400 | Micro-surfacing Asphalt | 5,546.9 | GAL | 2.25 | 12,480.53 | 4.25 | 23,574.33 | 3.75 | 20,800.88 |
| 0023 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 13,976 | SQYD | 8.00 | 111,808.00 | 8.25 | 115,302.00 | 6.35 | 88,747.60 |
| 0024 | NS-500-00280 | Surface Preparation | 1 | LUMP | 94,000.00 | 94,000.00 | 105,000.00 | 105,000.00 | 36,000.00 | 36,000.00 |
| CONTRACTOR TOTAL | 2,422,201.97 | 2,497,971.94 | 2,510,565.62 | |||||||