Bid Tabulations
Letting of
07/10/2013
LA DOTD Headquarters
| Lead Project: H.009514.6 | |
| Parish: Webster, Claiborne | |
| Routes: La 518, LA 532 | |
| Description: LA 518 & LA 532 Overlays | |
| Type Const: SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, GUARD RAIL, AND RELATED WORK. | |
| Estimated Construction Cost: $4,354,004.59 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | Madden Contracting Co., Inc. | $4,367,979.27 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Madden Contracting Co., Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 20 | SQYD | 25.00 | 500.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 732 | LNFT | 10.00 | 7,320.00 |
| 0003 | 203-01-00100 | General Excavation | 50 | CUYD | 1.00 | 50.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 78,400.00 | 78,400.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 8,775 | CUYD | 14.00 | 122,850.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 40 | EACH | 10.00 | 400.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 4,000 | LNFT | 1.00 | 4,000.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 35,548.8 | TON | 93.00 | 3,306,038.40 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,045 | TON | 60.00 | 62,700.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 102,200 | SQYD | 1.50 | 153,300.00 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,184 | CUYD | 0.01 | -11.84 |
| 0012 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 750 | SQYD | 40.00 | 30,000.00 |
| 0013 | 701-08-00100 | Relaying Pipe | 12 | LNFT | 250.00 | 3,000.00 |
| 0014 | 701-15-00100 | Concrete Collar | 3 | EACH | 1,500.00 | 4,500.00 |
| 0015 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 40.00 | 8,000.00 |
| 0016 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 304 | LNFT | 62.50 | 19,000.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 300 | LNFT | 20.50 | 6,150.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,000.00 | 16,000.00 |
| 0019 | 712-02-00100 | Sacked Concrete Revetment | 150 | SQYD | 80.00 | 12,000.00 |
| 0020 | 712-04-00100 | Flexible Revetment | 5 | SQYD | 80.00 | 400.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 161,500.00 | 161,500.00 |
| 0022 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 15 | LNFT | 0.10 | 1.50 |
| 0023 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 2.138 | MILE | 300.00 | 641.40 |
| 0024 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.138 | MILE | 1.00 | 2.14 |
| 0025 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 38.673 | MILE | 1.00 | 38.67 |
| 0026 | 716-01-00100 | Mulch (Vegetative) | 48.8 | TON | 600.00 | 29,280.00 |
| 0027 | 717-01-00100 | Seeding | 1,081 | LB | 12.00 | 12,972.00 |
| 0028 | 718-01-00100 | Fertilizer | 24,400 | LB | 0.50 | 12,200.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 161,500.00 | 161,500.00 |
| 0030 | 729-16-00200 | Object Marker Assembly (Type 2) | 1 | EACH | 80.00 | 80.00 |
| 0031 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,357 | EACH | 5.00 | 11,785.00 |
| 0032 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 15 | LNFT | 5.00 | 75.00 |
| 0033 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 38.673 | MILE | 2,500.00 | 96,682.50 |
| 0034 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.138 | MILE | 750.00 | 1,603.50 |
| 0035 | 735-01-00100 | Mailboxes | 67 | EACH | 1.00 | 67.00 |
| 0036 | 735-02-00100 | Mailbox Supports (Single) | 59 | EACH | 114.00 | 6,726.00 |
| 0037 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 175.00 | 700.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 31,000.00 | 31,000.00 |
| 0039 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 2.26 | CUYD | 1,500.00 | 3,390.00 |
| 0040 | 806-01-00100 | Deformed Reinforcing Steel | 126 | LB | 3.00 | 378.00 |
| 0041 | NS-200-00020 | Cleaning Existing Ditches | 150 | LNFT | 10.00 | 1,500.00 |
| 0042 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 420 | INLF | 3.00 | 1,260.00 |
| CONTRACTOR TOTAL | 4,367,979.27 | |||||