Bid Tabulations
Letting of
03/17/2010
LA DOTD Headquarters
| Lead Project: 742-37-0025 | |
| Parish: Ouachita | |
| Routes: | |
| Description: Hadley Street (Nutland Road to Monroe City Limits - East) | |
| Type Const: GRADING, IN-PLACE CEMENT STABILIZED BASE COURSE, DRAINAGE STRUCTURES, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $434,918.60 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $411,543.83 |
| 2 | 05789 | D & J Construction Co., Inc. | $475,434.62 |
| 3 | 15099 | Amethyst Construction, Inc. | $502,535.92 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
- 3 - Amethyst Construction, Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 204 | LNFT | 15.00 | 3,060.00 | 15.00 | 3,060.00 | 10.00 | 2,040.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) 24 inch RCP | 95 | LNFT | 11.00 | 1,045.00 | 10.00 | 950.00 | 7.00 | 665.00 |
| 0003 | 203-01-00100 | General Excavation | 34.9 | CUYD | 32.00 | 1,116.80 | 35.00 | 1,221.50 | 40.00 | 1,396.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 271 | CUYD | 26.00 | 7,046.00 | 40.00 | 10,840.00 | 25.00 | 6,775.00 |
| 0006 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 7,650 | SQYD | 13.00 | 99,450.00 | 10.00 | 76,500.00 | 12.75 | 97,537.50 |
| 0007 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 65 | CUYD | 15.00 | 975.00 | 100.00 | 6,500.00 | 60.00 | 3,900.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 1,620.7 | TON | 95.00 | 153,966.50 | 112.00 | 181,518.40 | 124.00 | 200,966.80 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 138.3 | TON | 200.00 | 27,660.00 | 162.00 | 22,404.60 | 175.00 | 24,202.50 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 5,667 | SQYD | 3.00 | 17,001.00 | 6.00 | 34,002.00 | 6.25 | 35,418.75 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -472.3 | CUYD | 0.10 | -47.23 | 0.10 | -47.23 | 0.10 | -47.23 |
| 0012 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 100 | LNFT | 105.00 | 10,500.00 | 100.00 | 10,000.00 | 135.00 | 13,500.00 |
| 0013 | 702-04-00100 | Adjusting Manholes | 1 | EACH | 1,500.00 | 1,500.00 | 2,000.00 | 2,000.00 | 3,000.00 | 3,000.00 |
| 0014 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 43.00 | 4,300.00 | 38.00 | 3,800.00 | 50.00 | 5,000.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 20.00 | 1,000.00 | 21.00 | 1,050.00 | 20.00 | 1,000.00 |
| 0017 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,700.00 | 10,800.00 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 36,000.00 | 36,000.00 | 35,000.00 | 35,000.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.483 | MILE | 185.00 | 89.36 | 250.00 | 120.75 | 1,500.00 | 724.50 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 950.00 | 855.00 | 800.00 | 720.00 | 3,000.00 | 2,700.00 |
| 0021 | 717-01-00100 | Seeding | 24 | LB | 11.00 | 264.00 | 10.00 | 240.00 | 10.00 | 240.00 |
| 0022 | 718-01-00100 | Fertilizer | 400 | LB | 1.00 | 400.00 | 1.00 | 400.00 | 1.00 | 400.00 |
| 0023 | 726-01-00100 | Bedding Material | 22 | CUYD | 110.00 | 2,420.00 | 100.00 | 2,200.00 | 65.00 | 1,430.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 33,000.00 | 33,000.00 | 47,000.00 | 47,000.00 | 30,000.00 | 30,000.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 65 | EACH | 11.00 | 715.00 | 15.00 | 975.00 | 10.00 | 650.00 |
| 0026 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.932 | MILE | 3,200.00 | 6,182.40 | 2,800.00 | 5,409.60 | 2,800.00 | 5,409.60 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 |
| 0028 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 85 | INLF | 7.00 | 595.00 | 2.00 | 170.00 | 1.50 | 127.50 |
| 0029 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 180 | LNFT | 69.00 | 12,420.00 | 60.00 | 10,800.00 | 80.00 | 14,400.00 |
| 0030 | NS-500-00180 | Roadway Reinforcing Mesh (Complete Road System) | 260 | SQYD | 10.50 | 2,730.00 | 10.00 | 2,600.00 | 10.00 | 2,600.00 |
| CONTRACTOR TOTAL | 411,543.83 | 475,434.62 | 502,535.92 | |||||||