Bid Tabulations
Letting of
03/17/2010
LA DOTD Headquarters
| Lead Project: 117-02-0014 | |
| Parish: Sabine | |
| Routes: | |
| Description: PEASON - NATCHITOCHES PARISH LINE | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, LIME TREATMENT, IN-PLACE CEMENT TREATED BASE COURSE, PAVEMENT PATCHING, PAVEMENT WIDENING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $1,411,190.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $1,359,952.38 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,420,798.85 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $1,603,031.72 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 744 | LNFT | 7.00 | 5,208.00 | 4.00 | 2,976.00 | 9.00 | 6,696.00 |
| 0002 | 203-07-00100 | Borrow (Vehicular Measurement) | 40 | CUYD | 10.00 | 400.00 | 30.00 | 1,200.00 | 25.00 | 1,000.00 |
| 0003 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 200 | CUYD | 10.00 | 2,000.00 | 30.00 | 6,000.00 | 25.00 | 5,000.00 |
| 0004 | 304-01-00100 | Lime | 176.13 | TON | 1.00 | 176.13 | 187.00 | 32,936.31 | 165.00 | 29,061.45 |
| 0005 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 11,183 | SQYD | 0.01 | 111.83 | 3.50 | 39,140.50 | 3.50 | 39,140.50 |
| 0006 | 304-05-00100 | Lime Treatment (Type E) | 440.34 | TON | 330.00 | 145,312.20 | 250.00 | 110,085.00 | 350.00 | 154,119.00 |
| 0007 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 28,452 | SQYD | 5.50 | 156,486.00 | 7.00 | 199,164.00 | 8.00 | 227,616.00 |
| 0008 | 308-02-00100 | Removal of Existing Patches | 75 | SQYD | 15.00 | 1,125.00 | 30.00 | 2,250.00 | 30.00 | 2,250.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,535 | CUYD | 25.00 | 38,375.00 | 25.00 | 38,375.00 | 28.00 | 42,980.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 7,365.9 | TON | 77.00 | 567,174.30 | 75.00 | 552,442.50 | 78.00 | 574,540.20 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 211.8 | TON | 150.00 | 31,770.00 | 175.00 | 37,065.00 | 175.00 | 37,065.00 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 25,463 | SQYD | 2.25 | 57,291.75 | 2.00 | 50,926.00 | 2.30 | 58,564.90 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,682 | CUYD | 0.01 | -26.82 | 0.10 | -268.20 | 0.10 | -268.20 |
| 0014 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 800 | SQYD | 103.00 | 82,400.00 | 66.00 | 52,800.00 | 105.00 | 84,000.00 |
| 0015 | 510-02-00100 | Pavement Widening | 1,139 | SQYD | 70.00 | 79,730.00 | 55.00 | 62,645.00 | 95.00 | 108,205.00 |
| 0016 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 37.00 | 7,400.00 | 38.00 | 7,600.00 | 40.00 | 8,000.00 |
| 0017 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 304 | LNFT | 59.00 | 17,936.00 | 55.00 | 16,720.00 | 64.00 | 19,456.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 100 | LNFT | 17.50 | 1,750.00 | 15.00 | 1,500.00 | 19.00 | 1,900.00 |
| 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 1,950.00 | 7,800.00 | 2,000.00 | 8,000.00 | 2,100.00 | 8,400.00 |
| 0020 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,250.00 | 9,000.00 | 2,500.00 | 10,000.00 | 2,400.00 | 9,600.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 |
| 0022 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.7 | MILE | 300.00 | 2,310.00 | 150.00 | 1,155.00 | 300.00 | 2,310.00 |
| 0023 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.737 | MILE | 0.01 | 0.05 | 220.00 | 1,042.14 | 10.00 | 47.37 |
| 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 26.06 | MILE | 0.01 | 0.26 | 375.00 | 9,772.50 | 10.00 | 260.60 |
| 0025 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 600.00 | 600.00 | 650.00 | 650.00 | 665.00 | 665.00 |
| 0026 | 717-01-00100 | Seeding | 23 | LB | 8.00 | 184.00 | 8.50 | 195.50 | 8.50 | 195.50 |
| 0027 | 718-01-00100 | Fertilizer | 500 | LB | 1.00 | 500.00 | 1.00 | 500.00 | 1.10 | 550.00 |
| 0028 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 5,100.00 | 5,100.00 | 5,000.00 | 5,000.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 42,000.00 | 42,000.00 | 93,000.00 | 93,000.00 | 100,000.00 | 100,000.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 75.00 | 600.00 | 85.00 | 680.00 |
| 0031 | 731-02-00100 | Reflectorized Raised Pavement Markers | 467 | EACH | 4.25 | 1,984.75 | 4.50 | 2,101.50 | 5.80 | 2,708.60 |
| 0032 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.181 | MILE | 2,300.00 | 28,016.30 | 2,500.00 | 30,452.50 | 2,700.00 | 32,888.70 |
| 0033 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.954 | MILE | 595.00 | 1,162.63 | 600.00 | 1,172.40 | 1,000.00 | 1,954.00 |
| 0034 | 735-01-00100 | Mailboxes | 1 | EACH | 1.00 | 1.00 | 11.00 | 11.00 | 10.00 | 10.00 |
| 0035 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 500.00 | 500.00 | 550.00 | 550.00 | 135.00 | 135.00 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 |
| 0037 | NS-500-00280 | Surface Preparation | 1 | LUMP | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0038 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 18,674 | INLF | 1.00 | 18,674.00 | 0.80 | 14,939.20 | 0.15 | 2,801.10 |
| CONTRACTOR TOTAL | 1,359,952.38 | 1,420,798.85 | 1,603,031.72 | |||||||