Bid Tabulations
Letting of
04/10/2013
LA DOTD Headquarters
| Lead Project: H.002661.6-R1 | |
| Parish: Natchitoches | |
| Routes: LA 491 | |
| Description: LA 491 : JCT LA 495 - RED RIVER LEVEE RD | |
| Type Const: Grading, Cold Planing Asphaltic Concrete, In-Place Cement Stabilized Base Course, Superpave Asphaltic Concrete Pavement, and related work. | |
| Estimated Construction Cost: $3,246,486.31 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $2,869,601.59 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $2,880,999.19 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Gilchrist Construction Co. LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 14 | SQYD | 100.00 | 1,400.00 | 60.00 | 840.00 |
| 0003 | 203-03-00100 | Embankment | 9,071 | CUYD | 22.00 | 199,562.00 | 21.00 | 190,491.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 840 | CUYD | 15.00 | 12,600.00 | 18.00 | 15,120.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 8,166 | CUYD | 1.00 | 8,166.00 | 12.00 | 97,992.00 |
| 0006 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 81,655 | SQYD | 7.73 | 631,193.15 | 6.50 | 530,757.50 |
| 0007 | 303-02-00100 | Removal of Existing Patches | 300 | SQYD | 15.00 | 4,500.00 | 5.00 | 1,500.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,495 | CUYD | 1.00 | 1,495.00 | 84.00 | 125,580.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 15,283.2 | TON | 80.00 | 1,222,656.00 | 78.00 | 1,192,089.60 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 990 | TON | 125.00 | 123,750.00 | 157.00 | 155,430.00 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 77,691 | SQYD | 1.75 | 135,959.25 | 2.00 | 155,382.00 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -8,481 | CUYD | 0.01 | -84.81 | 0.10 | -848.10 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 50 | SQYD | 100.00 | 5,000.00 | 60.00 | 3,000.00 |
| 0015 | 711-04-00100 | Geotextile Fabric Class D | 81,705 | SQYD | 1.91 | 156,056.55 | 1.15 | 93,960.75 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,800.00 | 9,800.00 | 10,000.00 | 10,000.00 |
| 0017 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 13.734 | MILE | 400.00 | 5,493.60 | 300.00 | 4,120.20 |
| 0018 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.328 | MILE | 150.00 | 1,249.20 | 1.00 | 8.33 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 14.664 | MILE | 250.00 | 3,666.00 | 1.00 | 14.66 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 6.4 | TON | 650.00 | 4,160.00 | 700.00 | 4,480.00 |
| 0021 | 717-01-00100 | Seeding | 96 | LB | 12.00 | 1,152.00 | 13.00 | 1,248.00 |
| 0022 | 718-01-00100 | Fertilizer | 3,200 | LB | 0.55 | 1,760.00 | 0.60 | 1,920.00 |
| 0023 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 |
| 0024 | 726-01-00100 | Bedding Material | 21.6 | CUYD | 100.00 | 2,160.00 | 110.00 | 2,376.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 75,000.00 | 75,000.00 | 117,500.00 | 117,500.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 350.00 | 700.00 | 100.00 | 200.00 |
| 0027 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,254 | EACH | 4.00 | 5,016.00 | 4.25 | 5,329.50 |
| 0028 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 8.31 | MILE | 2,275.00 | 18,905.25 | 2,300.00 | 19,113.00 |
| 0029 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.26 | MILE | 575.00 | 2,449.50 | 600.00 | 2,556.00 |
| 0030 | 732-05-00100 | Removal of Existing Markings | 0.1 | MILE | 3,000.00 | 300.00 | 3,100.00 | 310.00 |
| 0031 | 735-01-00100 | Mailboxes | 38 | EACH | 1.00 | 38.00 | 12.00 | 456.00 |
| 0032 | 735-02-00100 | Mailbox Supports (Single) | 31 | EACH | 108.00 | 3,348.00 | 100.00 | 3,100.00 |
| 0033 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 125.00 | 500.00 | 146.00 | 584.00 |
| 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0035 | NS-200-00020 | Cleaning Existing Ditches | 80 | LNFT | 25.00 | 2,000.00 | 10.00 | 800.00 |
| 0036 | NS-300-00060 | Geogrid | 81,655 | SQYD | 2.38 | 194,338.90 | 1.25 | 102,068.75 |
| 0037 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 504 | INLF | 3.00 | 1,512.00 | 5.00 | 2,520.00 |
| 0038 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 120 | LNFT | 115.00 | 13,800.00 | 175.00 | 21,000.00 |
| CONTRACTOR TOTAL | 2,869,601.59 | 2,880,999.19 | ||||||