Bid Tabulations
Letting of
06/27/2012
LA DOTD Headquarters
| Lead Project: H.003483.6 | |
| Parish: Natchitoches | |
| Routes: I-49 | |
| Description: I 49: CONCRETE SECTION SHOULDERS | |
| Type Const: GRADING, PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, GUARD RAIL, AND RELATED WORK. | |
| Estimated Construction Cost: $10,235,675.47 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $9,523,721.20 |
| 2 | 08584 | Madden Contracting Co., Inc. | $9,677,439.37 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $10,235,092.30 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Madden Contracting Co., Inc. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06120 | Removal of Curbs (Asphalt) | 110 | LNFT | 45.00 | 4,950.00 | 30.00 | 3,300.00 | 40.00 | 4,400.00 |
| 0002 | 202-02-06140 | Removal of Curbs (Concrete) | 50 | LNFT | 100.00 | 5,000.00 | 60.00 | 3,000.00 | 40.00 | 2,000.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 13,673 | LNFT | 8.00 | 109,384.00 | 6.50 | 88,874.50 | 6.00 | 82,038.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 150,000.00 | 150,000.00 | 147,000.00 | 147,000.00 | 150,000.00 | 150,000.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 28,500 | CUYD | 8.75 | 249,375.00 | 11.38 | 324,330.00 | 13.80 | 393,300.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 60,020.8 | TON | 80.00 | 4,801,664.00 | 80.63 | 4,839,477.10 | 79.00 | 4,741,643.20 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 13,149.4 | TON | 96.00 | 1,262,342.40 | 95.11 | 1,250,639.43 | 100.00 | 1,314,940.00 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 477,328 | SQYD | 1.30 | 620,526.40 | 1.29 | 615,753.12 | 0.80 | 381,862.40 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -15,830 | CUYD | 0.01 | -158.30 | 0.01 | -158.30 | 0.10 | -1,583.00 |
| 0010 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 4,731 | SQYD | 82.00 | 387,942.00 | 98.27 | 464,915.37 | 105.00 | 496,755.00 |
| 0011 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 450 | LNFT | 32.00 | 14,400.00 | 32.00 | 14,400.00 | 34.00 | 15,300.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 16,712.6 | LNFT | 19.00 | 317,539.40 | 19.00 | 317,539.40 | 20.00 | 334,252.00 |
| 0013 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 37.6 | LNFT | 88.00 | 3,308.80 | 88.00 | 3,308.80 | 95.00 | 3,572.00 |
| 0014 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 50 | LNFT | 100.00 | 5,000.00 | 100.00 | 5,000.00 | 110.00 | 5,500.00 |
| 0015 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 800 | LNFT | 46.00 | 36,800.00 | 46.00 | 36,800.00 | 50.00 | 40,000.00 |
| 0016 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 1,600 | LNFT | 57.00 | 91,200.00 | 57.00 | 91,200.00 | 62.00 | 99,200.00 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 72 | EACH | 2,100.00 | 151,200.00 | 2,100.00 | 151,200.00 | 2,300.00 | 165,600.00 |
| 0018 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,600.00 | 10,400.00 | 2,600.00 | 10,400.00 | 2,800.00 | 11,200.00 |
| 0019 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 300.9 | SQYD | 115.00 | 34,603.50 | 97.50 | 29,337.75 | 83.00 | 24,974.70 |
| 0020 | 707-01-00100 | Concrete Curb | 420 | LNFT | 70.00 | 29,400.00 | 52.50 | 22,050.00 | 35.00 | 14,700.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 262,000.00 | 262,000.00 | 320,000.00 | 320,000.00 | 300,000.00 | 300,000.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 425,000.00 | 425,000.00 | 375,000.00 | 375,000.00 | 880,000.00 | 880,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 78 | EACH | 75.00 | 5,850.00 | 75.00 | 5,850.00 | 80.00 | 6,240.00 |
| 0024 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,500 | EACH | 3.00 | 7,500.00 | 3.00 | 7,500.00 | 5.50 | 13,750.00 |
| 0025 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 86 | MILE | 2,100.00 | 180,600.00 | 2,100.00 | 180,600.00 | 2,700.00 | 232,200.00 |
| 0026 | 732-05-00100 | Removal of Existing Markings | 86 | MILE | 800.00 | 68,800.00 | 800.00 | 68,800.00 | 2,100.00 | 180,600.00 |
| 0027 | 739-01-00100 | Hydro-Seeding | 175 | ACRE | 970.00 | 169,750.00 | 1,035.00 | 181,125.00 | 1,000.00 | 175,000.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 38,000.00 | 38,000.00 | 29,000.00 | 29,000.00 | 40,000.00 | 40,000.00 |
| 0029 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 112,320 | INLF | 0.10 | 11,232.00 | 0.06 | 6,739.20 | 0.15 | 16,848.00 |
| 0030 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 4,000.00 | 16,000.00 | 2,000.50 | 8,002.00 | 8,700.00 | 34,800.00 |
| 0031 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 152 | MILE | 356.00 | 54,112.00 | 503.00 | 76,456.00 | 500.00 | 76,000.00 |
| CONTRACTOR TOTAL | 9,523,721.20 | 9,677,439.37 | 10,235,092.30 | |||||||