Bid Tabulations
Letting of
07/24/2013
LA DOTD Headquarters
| Lead Project: H.010303.6 | |
| Parish: Caldwell | |
| Routes: LA 847 | |
| Description: LA 847: US 165-LA 133 | |
| Type Const: EARTHWORK, COLD PLANING, DRAINAGE STRUCTURES, LIME TREATMENT, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND OTHER RELATED WORK. | |
| Estimated Construction Cost: $2,214,456.39 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $2,036,387.20 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,298,104.06 |
| 3 | 05789 | D & J Construction Co., Inc. | $2,543,194.43 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-32100 | Removal of Pipe (Cross Drain) APPROX. STATION 261+20 | 80 | LNFT | 11.00 | 880.00 | 75.00 | 6,000.00 | 65.00 | 5,200.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,000 | CUYD | 17.00 | 17,000.00 | 18.50 | 18,500.00 | 24.00 | 24,000.00 |
| 0003 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,800 | CUYD | 13.00 | 23,400.00 | 23.00 | 41,400.00 | 24.00 | 43,200.00 |
| 0004 | 304-05-00100 | Lime Treatment (Type E) | 655.1 | TON | 400.00 | 262,040.00 | 425.00 | 278,417.50 | 480.00 | 314,448.00 |
| 0005 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 41,594 | SQYD | 8.00 | 332,752.00 | 7.80 | 324,433.20 | 9.00 | 374,346.00 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,456 | CUYD | 34.00 | 83,504.00 | 50.00 | 122,800.00 | 26.00 | 63,856.00 |
| 0007 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 300 | CUYD | 15.00 | 4,500.00 | 25.00 | 7,500.00 | 90.00 | 27,000.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 10,432.7 | TON | 82.00 | 855,481.40 | 89.00 | 928,510.30 | 100.00 | 1,043,270.00 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 121 | TON | 190.00 | 22,990.00 | 195.00 | 23,595.00 | 168.00 | 20,328.00 |
| 0010 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 12,461 | GAL | 3.17 | 39,501.37 | 4.00 | 49,844.00 | 4.00 | 49,844.00 |
| 0011 | 507-02-00200 | Aggregate (S2) | 18,323 | SQYD | 1.50 | 27,484.50 | 1.75 | 32,065.25 | 1.60 | 29,316.80 |
| 0012 | 507-02-00300 | Aggregate (S3) | 18,323 | SQYD | 1.30 | 23,819.90 | 1.15 | 21,071.45 | 1.10 | 20,155.30 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement | 57,935 | SQYD | 1.40 | 81,109.00 | 2.60 | 150,631.00 | 2.00 | 115,870.00 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,709 | CUYD | 0.10 | -270.90 | 1.00 | -2,709.00 | 0.00 | 0.00 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,000 | SQYD | 83.00 | 83,000.00 | 82.00 | 82,000.00 | 135.00 | 135,000.00 |
| 0016 | 701-01-01141 | Cross Drain Pipe (72" RCP/PP) | 80 | LNFT | 275.00 | 22,000.00 | 1,000.00 | 80,000.00 | 1,000.00 | 80,000.00 |
| 0017 | 710-01-00100 | Flowable Fill | 80 | CUYD | 130.00 | 10,400.00 | 150.00 | 12,000.00 | 175.00 | 14,000.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 9.875 | MILE | 300.00 | 2,962.50 | 175.00 | 1,728.13 | 225.00 | 2,221.88 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 6.351 | MILE | 10.00 | 63.51 | 225.00 | 1,428.98 | 200.00 | 1,270.20 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 9.452 | MILE | 10.00 | 94.52 | 425.00 | 4,017.10 | 350.00 | 3,308.20 |
| 0022 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,305 | EACH | 1.75 | 2,283.75 | 1.75 | 2,283.75 | 1.75 | 2,283.75 |
| 0023 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,800.00 | 3,800.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 |
| 0024 | 726-01-00100 | Bedding Material | 30 | CUYD | 110.00 | 3,300.00 | 100.00 | 3,000.00 | 125.00 | 3,750.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | 90,000.00 | 90,000.00 |
| 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | 885 | EACH | 5.50 | 4,867.50 | 4.50 | 3,982.50 | 6.00 | 5,310.00 |
| 0027 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.726 | MILE | 2,800.00 | 13,232.80 | 2,300.00 | 10,869.80 | 2,800.00 | 13,232.80 |
| 0028 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.175 | MILE | 830.00 | 2,635.25 | 600.00 | 1,905.00 | 900.00 | 2,857.50 |
| 0029 | 732-05-00100 | Removal of Existing Markings FOR THE REMOVAL OF RAISED PAVEMENT MARKERS ONLY | 4.94 | MILE | 165.00 | 815.10 | 165.00 | 815.10 | 400.00 | 1,976.00 |
| 0030 | 735-01-00100 | Mailboxes | 10 | EACH | 13.00 | 130.00 | 10.00 | 100.00 | 5.00 | 50.00 |
| 0031 | 735-02-00100 | Mailbox Supports (Single) | 7 | EACH | 143.00 | 1,001.00 | 135.00 | 945.00 | 150.00 | 1,050.00 |
| 0032 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 160.00 | 160.00 | 170.00 | 170.00 | 300.00 | 300.00 |
| 0033 | 739-01-00100 | Hydro-Seeding | 4 | ACRE | 1,300.00 | 5,200.00 | 1,700.00 | 6,800.00 | 1,500.00 | 6,000.00 |
| 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0035 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 25,000 | INLF | 0.25 | 6,250.00 | 0.40 | 10,000.00 | 0.15 | 3,750.00 |
| CONTRACTOR TOTAL | 2,036,387.20 | 2,298,104.06 | 2,543,194.43 | |||||||