Bid Tabulations
Letting of
06/23/2010
LA DOTD Headquarters
| Lead Project: 020-30-0030 | |
| Parish: Tensas | |
| Routes: LA 128 | |
| Description: US 65 - LA 605 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $1,202,638.84 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,064,033.91 |
| 2 | 02214 | W. E. Blain & Sons, Inc. | $1,128,754.94 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $1,252,699.98 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $1,466,348.90 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - W. E. Blain & Sons, Inc. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - Diamond B Construction Co., L.L.C. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02020 | Removal of Asphalt Pavement | 222.8 | SQYD | 6.00 | 1,336.80 | 14.00 | 3,119.20 | 8.00 | 1,782.40 | 11.32 | 2,522.10 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 338 | LNFT | 11.00 | 3,718.00 | 5.20 | 1,757.60 | 8.00 | 2,704.00 | 2.60 | 878.80 |
| 0003 | 203-01-00100 | General Excavation | 84 | CUYD | 20.00 | 1,680.00 | 24.00 | 2,016.00 | 11.00 | 924.00 | 29.70 | 2,494.80 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 333 | CUYD | 20.00 | 6,660.00 | 21.75 | 7,242.75 | 25.00 | 8,325.00 | 24.72 | 8,231.76 |
| 0005 | 302-02-06080 | Class II Base Course (12" Thick) (Asphaltic Concrete Base on Embankment Layer) | 250.6 | SQYD | 75.00 | 18,795.00 | 67.00 | 16,790.20 | 70.00 | 17,542.00 | 51.59 | 12,928.45 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,544 | CUYD | 15.00 | 23,160.00 | 35.25 | 54,426.00 | 85.00 | 131,240.00 | 102.30 | 157,951.20 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 6,215 | TON | 84.00 | 522,060.00 | 84.55 | 525,478.25 | 80.00 | 497,200.00 | 102.35 | 636,105.25 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 840.4 | TON | 84.00 | 70,593.60 | 122.00 | 102,528.80 | 160.00 | 134,464.00 | 174.40 | 146,565.76 |
| 0009 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 35,102 | GAL | 3.10 | 108,816.20 | 3.05 | 107,061.10 | 3.15 | 110,571.30 | 3.96 | 139,003.92 |
| 0010 | 507-02-00200 | Aggregate (S2) | 51,620 | SQYD | 0.90 | 46,458.00 | 0.80 | 41,296.00 | 1.00 | 51,620.00 | 1.23 | 63,492.60 |
| 0011 | 507-02-00300 | Aggregate (S3) | 51,620 | SQYD | 0.71 | 36,650.20 | 0.60 | 30,972.00 | 0.85 | 43,877.00 | 0.97 | 50,071.40 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 46,419 | SQYD | 1.30 | 60,344.70 | 1.33 | 61,737.27 | 1.25 | 58,023.75 | 1.74 | 80,769.06 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -633 | CUYD | 0.10 | -63.30 | 0.10 | -63.30 | 0.10 | -63.30 | 0.10 | -63.30 |
| 0014 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 249 | SQYD | 125.00 | 31,125.00 | 93.20 | 23,206.80 | 130.00 | 32,370.00 | 96.23 | 23,961.27 |
| 0015 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 166 | LNFT | 34.00 | 5,644.00 | 50.00 | 8,300.00 | 37.00 | 6,142.00 | 64.97 | 10,785.02 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 125 | LNFT | 20.00 | 2,500.00 | 22.00 | 2,750.00 | 20.00 | 2,500.00 | 28.59 | 3,573.75 |
| 0017 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,500.00 | 10,000.00 | 2,150.00 | 8,600.00 | 2,500.00 | 10,000.00 | 2,793.87 | 11,175.48 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 18,300.00 | 18,300.00 | 7,000.00 | 7,000.00 | 9,192.74 | 9,192.74 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 10.28 | MILE | 225.00 | 2,313.00 | 300.00 | 3,084.00 | 225.00 | 2,313.00 | 175.20 | 1,801.06 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 7.599 | MILE | 300.00 | 2,279.70 | 300.00 | 2,279.70 | 525.00 | 3,989.48 | 454.82 | 3,456.18 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 27.513 | MILE | 1.00 | 27.51 | 350.00 | 9,629.55 | 600.00 | 16,507.80 | 844.66 | 23,239.13 |
| 0022 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 906 | EACH | 2.00 | 1,812.00 | 1.25 | 1,132.50 | 1.05 | 951.30 | 2.73 | 2,473.38 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 2,000.00 | 400.00 | 2,000.00 | 400.00 | 6,000.00 | 1,200.00 | 6,497.40 | 1,299.48 |
| 0024 | 717-01-00100 | Seeding | 3 | LB | 50.00 | 150.00 | 50.00 | 150.00 | 55.00 | 165.00 | 64.97 | 194.91 |
| 0025 | 718-01-00100 | Fertilizer | 100 | LB | 5.00 | 500.00 | 2.00 | 200.00 | 3.40 | 340.00 | 3.90 | 390.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 46,000.00 | 46,000.00 | 72,000.00 | 72,000.00 | 37,000.00 | 37,000.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 110.00 | 440.00 | 80.00 | 320.00 | 142.94 | 571.76 |
| 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 453 | EACH | 6.00 | 2,718.00 | 6.50 | 2,944.50 | 5.80 | 2,627.40 | 5.85 | 2,650.05 |
| 0029 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 283 | LNFT | 3.50 | 990.50 | 4.00 | 1,132.00 | 1.50 | 424.50 | 1.30 | 367.90 |
| 0030 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 9.171 | MILE | 2,500.00 | 22,927.50 | 2,900.00 | 26,595.90 | 2,600.00 | 23,844.60 | 3,248.69 | 29,793.74 |
| 0031 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.533 | MILE | 1,500.00 | 3,799.50 | 1,800.00 | 4,559.40 | 950.00 | 2,406.35 | 909.63 | 2,304.09 |
| 0032 | 735-01-00100 | Mailboxes | 2 | EACH | 5.00 | 10.00 | 1.00 | 2.00 | 10.00 | 20.00 | 1.30 | 2.60 |
| 0033 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 500.00 | 1,000.00 | 500.00 | 1,000.00 | 165.00 | 330.00 | 194.92 | 389.84 |
| 0034 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 12,912 | INLF | 0.25 | 3,228.00 | 1.06 | 13,686.72 | 0.70 | 9,038.40 | 0.06 | 774.72 |
| CONTRACTOR TOTAL | 1,064,033.91 | 1,128,754.94 | 1,252,699.98 | 1,466,348.90 | ||||||||