Bid Tabulations
Letting of
10/10/2012
LA DOTD Headquarters
| Lead Project: H.000717.6 | |
| Parish: Tensas | |
| Routes: LA 3078, US 65, LA 897-1 | |
| Description: TENSAS PARISH OVERLAY PROJECTS | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, A.S.T. INTERLAYER, SUPERPAVE ASPHALTIC CONCRETE OVERLAY and RELATED WORK. | |
| Estimated Construction Cost: $2,590,273.42 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $2,164,834.76 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $2,449,213.75 |
| 3 | 02214 | W. E. Blain & Sons, Inc. | $2,450,733.51 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - W. E. Blain & Sons, Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-26300 | Removal of Median / Island | 58 | SQYD | 8.00 | 464.00 | 75.00 | 4,350.00 | 57.00 | 3,306.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 33 | CUYD | 25.00 | 825.00 | 50.00 | 1,650.00 | 120.00 | 3,960.00 |
| 0003 | 203-08-00100 | Geotextile Fabric | 2 | SQYD | 10.00 | 20.00 | 50.00 | 100.00 | 33.00 | 66.00 |
| 0004 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 182 | CUYD | 25.00 | 4,550.00 | 40.00 | 7,280.00 | 82.00 | 14,924.00 |
| 0005 | 502-01-00100 | Superpave Asphaltic Concrete | 12,812.1 | TON | 94.70 | 1,213,305.87 | 95.00 | 1,217,149.50 | 99.50 | 1,274,803.95 |
| 0006 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 158.3 | TON | 148.00 | 23,428.40 | 200.00 | 31,660.00 | 190.00 | 30,077.00 |
| 0007 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 74,940 | GAL | 3.35 | 251,049.00 | 3.50 | 262,290.00 | 3.55 | 266,037.00 |
| 0008 | 507-02-00200 | Aggregate (S2) | 110,204 | SQYD | 0.80 | 88,163.20 | 1.00 | 110,204.00 | 0.80 | 88,163.20 |
| 0009 | 507-02-00300 | Aggregate (S3) | 110,204 | SQYD | 0.60 | 66,122.40 | 0.75 | 82,653.00 | 0.60 | 66,122.40 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 110,204 | SQYD | 0.90 | 99,183.60 | 0.90 | 99,183.60 | 0.88 | 96,979.52 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,061 | CUYD | 0.10 | -306.10 | 1.00 | -3,061.00 | 0.10 | -306.10 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,637 | SQYD | 106.00 | 173,522.00 | 88.00 | 144,056.00 | 92.00 | 150,604.00 |
| 0013 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 121.8 | SQYD | 68.00 | 8,282.40 | 100.00 | 12,180.00 | 85.18 | 10,374.92 |
| 0014 | 707-01-00200 | Concrete Curb (Barrier) | 356 | LNFT | 14.00 | 4,984.00 | 20.00 | 7,120.00 | 19.00 | 6,764.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 16,000.00 | 16,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 0016 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 9.837 | MILE | 250.00 | 2,459.25 | 400.00 | 3,934.80 | 500.00 | 4,918.50 |
| 0017 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 19.392 | MILE | 1.00 | 19.39 | 100.00 | 1,939.20 | 400.00 | 7,756.80 |
| 0018 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,241 | EACH | 1.25 | 1,551.25 | 1.75 | 2,171.75 | 3.00 | 3,723.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 42,000.00 | 42,000.00 | 170,000.00 | 170,000.00 | 150,000.00 | 150,000.00 |
| 0020 | 731-02-00100 | Reflectorized Raised Pavement Markers | 683 | EACH | 4.00 | 2,732.00 | 5.50 | 3,756.50 | 4.50 | 3,073.50 |
| 0021 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 10.805 | MILE | 2,500.00 | 27,012.50 | 2,800.00 | 30,254.00 | 2,300.00 | 24,851.50 |
| 0022 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.532 | MILE | 650.00 | 2,945.80 | 950.00 | 4,305.40 | 700.00 | 3,172.40 |
| 0023 | 732-05-00100 | Removal of Existing Markings For Removal of Raised Pavement Markers Only | 5.118 | MILE | 350.00 | 1,791.30 | 3,800.00 | 19,448.40 | 132.00 | 675.58 |
| 0024 | 737-04-00001 | Painted Curbs and Islands | 173 | SQYD | 4.00 | 692.00 | 11.00 | 1,903.00 | 4.75 | 821.75 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 |
| 0026 | 806-01-00100 | Deformed Reinforcing Steel | 395 | LB | 2.00 | 790.00 | 2.70 | 1,066.50 | 1.00 | 395.00 |
| 0027 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 72,951 | LNFT | 1.10 | 80,246.10 | 1.30 | 94,836.30 | 1.19 | 86,811.69 |
| 0028 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 29,180 | LNFT | 1.30 | 37,934.00 | 2.00 | 58,360.00 | 1.29 | 37,642.20 |
| 0029 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 34,776 | INLF | 0.15 | 5,216.40 | 0.40 | 13,910.40 | 0.45 | 15,649.20 |
| 0030 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 11,280 | INLF | 0.20 | 2,256.00 | 0.48 | 5,414.40 | 2.30 | 25,944.00 |
| 0031 | NS-724-00001 | Rumble Strips (Centerline Ground-In) | 4.55 | MILE | 300.00 | 1,365.00 | 520.00 | 2,366.00 | 1,100.00 | 5,005.00 |
| 0032 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 9.1 | MILE | 300.00 | 2,730.00 | 520.00 | 4,732.00 | 925.00 | 8,417.50 |
| CONTRACTOR TOTAL | 2,164,834.76 | 2,449,213.75 | 2,450,733.51 | |||||||