Bid Tabulations
Letting of
01/09/2013
LA DOTD Headquarters
| Lead Project: H.009396.6 | |
| Parish: Pointe Coupee | |
| Routes: LA 413 | |
| Description: LA 413 RAISE ROADWAY | |
| Type Const: GRADING, IN-PLACE STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, AND RELATED WORK. | |
| Estimated Construction Cost: $337,608.03 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00046 | Barber Bros. Contracting Co., L.L.C | $386,638.19 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $411,705.93 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barber Bros. Contracting Co., L.L.C |
- 2 - Coastal Bridge Co., L.L.C. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06020 | Removal of Concrete Box Culverts 3 X 3 RCB X 25' @ STATION 18+36 | 1 | EACH | 7,400.00 | 7,400.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-06040 | Removal of Concrete Box Headwall AT STATION 18+36 | 2 | EACH | 1,600.00 | 3,200.00 | 5,000.00 | 10,000.00 |
| 0003 | 203-04-00300 | Nonplastic Embankment (Stone) | 120 | CUYD | 160.00 | 19,200.00 | 50.00 | 6,000.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 400 | CUYD | 25.00 | 10,000.00 | 20.00 | 8,000.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,100 | CUYD | 34.00 | 37,400.00 | 25.00 | 27,500.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 2,800 | LNFT | 1.60 | 4,480.00 | 1.00 | 2,800.00 |
| 0007 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 3,463.68 | SQYD | 16.00 | 55,418.88 | 18.50 | 64,078.08 |
| 0008 | 303-02-00100 | Removal of Existing Patches | 200 | SQYD | 15.00 | 3,000.00 | 5.00 | 1,000.00 |
| 0009 | 304-01-00100 | Lime | 2.1 | TON | 300.00 | 630.00 | 500.00 | 1,050.00 |
| 0010 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 88 | SQYD | 25.00 | 2,200.00 | 1.00 | 88.00 |
| 0011 | 304-05-00100 | Lime Treatment (Type E) | 2.2 | TON | 100.00 | 220.00 | 1.00 | 2.20 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 151 | CUYD | 65.00 | 9,815.00 | 25.00 | 3,775.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 698.6 | TON | 100.00 | 69,860.00 | 125.00 | 87,325.00 |
| 0014 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 2,355.3 | GAL | 4.50 | 10,598.85 | 7.50 | 17,664.75 |
| 0015 | 507-02-00200 | Aggregate (S2) | 3,463.68 | SQYD | 5.00 | 17,318.40 | 3.00 | 10,391.04 |
| 0016 | 507-02-00300 | Aggregate (S3) | 3,463.68 | SQYD | 4.50 | 15,586.56 | 2.00 | 6,927.36 |
| 0017 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 200 | SQYD | 10.00 | 2,000.00 | 25.00 | 5,000.00 |
| 0018 | 701-01-01100 | Cross Drain Pipe (54" RCP) STA. 18+75 | 88 | LNFT | 300.00 | 26,400.00 | 170.00 | 14,960.00 |
| 0019 | 711-03-00300 | Riprap (30 lb) | 20 | TON | 160.00 | 3,200.00 | 100.00 | 2,000.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 |
| 0021 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.125 | MILE | 600.00 | 75.00 | 500.00 | 62.50 |
| 0022 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1 | MILE | 650.00 | 650.00 | 550.00 | 550.00 |
| 0023 | 726-01-00100 | Bedding Material | 60 | CUYD | 65.00 | 3,900.00 | 1.00 | 60.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 |
| 0025 | 729-16-00200 | Object Marker Assembly (Type 2) | 2 | EACH | 250.00 | 500.00 | 85.00 | 170.00 |
| 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | 36 | EACH | 6.00 | 216.00 | 5.25 | 189.00 |
| 0027 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.5 | MILE | 4,000.00 | 2,000.00 | 3,250.00 | 1,625.00 |
| 0028 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.063 | MILE | 1,500.00 | 94.50 | 1,000.00 | 63.00 |
| 0029 | 739-01-00100 | Hydro-Seeding | 0.65 | ACRE | 3,500.00 | 2,275.00 | 2,500.00 | 1,625.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 40,000.00 | 40,000.00 |
| 0031 | NS-200-00020 | Cleaning Existing Ditches | 2,600 | LNFT | 3.00 | 7,800.00 | 7.00 | 18,200.00 |
| 0032 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 600 | INLF | 2.00 | 1,200.00 | 1.00 | 600.00 |
| CONTRACTOR TOTAL | 386,638.19 | 411,705.93 | ||||||