Bid Tabulations
Letting of
11/14/2012
LA DOTD Headquarters
| Lead Project: H.010028.6 | |
| Parish: Cameron | |
| Routes: LA 385 | |
| Description: LA 385: S JCT LA 384 - CALCASIEU P/L | |
| Type Const: GRADING, COLD PLANNING ASPHALTIC CONCRETE, IN-PLACE STAB. BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $1,958,011.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00183 | R. E. Heidt Construction Co., LLC | $1,796,909.01 |
| 2 | 34356 | Prairie Contractors Inc. | $1,819,174.23 |
| 3 | 14096 | Bessette Development Corp. | $1,850,892.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - R. E. Heidt Construction Co., LLC |
- 2 - Prairie Contractors Inc. |
- 3 - Bessette Development Corp. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 229 | SQYD | 25.25 | 5,782.25 | 25.00 | 5,725.00 | 12.00 | 2,748.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 494 | LNFT | 5.50 | 2,717.00 | 11.00 | 5,434.00 | 14.00 | 6,916.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,100.00 | 10,100.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0004 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 45,332 | SQYD | 8.60 | 389,855.20 | 8.60 | 389,855.20 | 10.75 | 487,319.00 |
| 0005 | 304-01-00100 | Lime | 87.79 | TON | 237.35 | 20,836.96 | 240.00 | 21,069.60 | 220.00 | 19,313.80 |
| 0006 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 9,290 | SQYD | 4.04 | 37,531.60 | 4.20 | 39,018.00 | 4.20 | 39,018.00 |
| 0007 | 308-02-00100 | Removal of Existing Patches | 100 | SQYD | 15.15 | 1,515.00 | 20.00 | 2,000.00 | 15.00 | 1,500.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,192 | CUYD | 63.00 | 75,096.00 | 70.00 | 83,440.00 | 77.55 | 92,439.60 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 156 | CUYD | 50.50 | 7,878.00 | 60.00 | 9,360.00 | 45.00 | 7,020.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 11,843.8 | TON | 87.00 | 1,030,410.60 | 82.50 | 977,113.50 | 81.05 | 959,939.99 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 540.8 | TON | 100.00 | 54,080.00 | 150.00 | 81,120.00 | 89.90 | 48,617.92 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 35,742 | SQYD | 0.81 | 28,951.02 | 1.80 | 64,335.60 | 1.85 | 66,122.70 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,227 | CUYD | 0.35 | -779.45 | 0.01 | -22.27 | 1.00 | -2,227.00 |
| 0014 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 250 | LNFT | 35.35 | 8,837.50 | 38.00 | 9,500.00 | 35.00 | 8,750.00 |
| 0015 | 704-03-00100 | Blocked Out Guard Rail | 131.3 | LNFT | 20.20 | 2,652.26 | 25.00 | 3,282.50 | 20.00 | 2,626.00 |
| 0016 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.65 | 6,565.00 | 70.00 | 7,000.00 | 65.00 | 6,500.00 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,121.00 | 8,484.00 | 2,200.00 | 8,800.00 | 2,100.00 | 8,400.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,292.50 | 4,292.50 | 10,000.00 | 10,000.00 | 3,808.00 | 3,808.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.37 | MILE | 482.00 | 4,034.34 | 400.00 | 3,348.00 | 307.50 | 2,573.78 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.244 | MILE | 252.50 | 2,081.61 | 300.00 | 2,473.20 | 200.00 | 1,648.80 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 16.908 | MILE | 505.00 | 8,538.54 | 525.00 | 8,876.70 | 300.00 | 5,072.40 |
| 0022 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 8,080.00 | 8,080.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 33,229.16 | 33,229.16 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.85 | 343.40 | 90.00 | 360.00 | 100.00 | 400.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 369 | EACH | 4.55 | 1,678.95 | 5.00 | 1,845.00 | 4.00 | 1,476.00 |
| 0026 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.636 | MILE | 2,323.00 | 13,092.43 | 2,400.00 | 13,526.40 | 2,600.00 | 14,653.60 |
| 0027 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.748 | MILE | 707.00 | 1,942.84 | 600.00 | 1,648.80 | 675.00 | 1,854.90 |
| 0028 | 732-05-00100 | Removal of Existing Markings | 0.03 | MILE | 4,040.00 | 121.20 | 5,000.00 | 150.00 | 5,000.00 | 150.00 |
| 0029 | 735-01-00100 | Mailboxes | 41 | EACH | 1.01 | 41.41 | 10.00 | 410.00 | 12.00 | 492.00 |
| 0030 | 735-02-00100 | Mailbox Supports (Single) | 27 | EACH | 124.23 | 3,354.21 | 125.00 | 3,375.00 | 112.05 | 3,025.35 |
| 0031 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 171.70 | 686.80 | 175.00 | 700.00 | 136.00 | 544.00 |
| 0032 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 303.00 | 606.00 | 300.00 | 600.00 | 242.00 | 484.00 |
| 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 100.00 | 100.00 | 10,000.00 | 10,000.00 |
| 0034 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 984 | INLF | 0.51 | 501.84 | 1.25 | 1,230.00 | 1.50 | 1,476.00 |
| CONTRACTOR TOTAL | 1,796,909.01 | 1,819,174.23 | 1,850,892.00 | |||||||