Bid Tabulations
Letting of
03/30/2011
LA DOTD Headquarters
| Lead Project: 020-02-0034 | |
| Parish: Tensas | |
| Routes: US 65 | |
| Description: LA 566 - LA 568 | |
| Type Const: GRADING, MILLING AND RUBBLIZING CONCRETE PAVEMENT, COLD PLANING ASPHALTIC PAVEMENT, PAVEMENT PATCHING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $1,639,842.57 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,670,023.48 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,721,686.43 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,744,735.52 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06140 | Removal of Curbs (Concrete) | 150 | LNFT | 11.00 | 1,650.00 | 7.00 | 1,050.00 | 31.00 | 4,650.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 290 | LNFT | 6.00 | 1,740.00 | 12.00 | 3,480.00 | 11.00 | 3,190.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 4,355.6 | SQYD | 6.00 | 26,133.60 | 6.00 | 26,133.60 | 20.50 | 89,289.80 |
| 0004 | 203-01-00100 | General Excavation | 35 | CUYD | 20.00 | 700.00 | 20.00 | 700.00 | 115.00 | 4,025.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,100 | CUYD | 24.00 | 50,400.00 | 28.00 | 58,800.00 | 25.00 | 52,500.00 |
| 0006 | 302-02-06100 | Class II Base Course (12" Thick) (Stone) | 4,355.6 | SQYD | 38.00 | 165,512.80 | 36.00 | 156,801.60 | 40.25 | 175,312.90 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 86 | CUYD | 90.00 | 7,740.00 | 35.00 | 3,010.00 | 151.00 | 12,986.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 12,786.1 | TON | 86.00 | 1,099,604.60 | 81.50 | 1,042,067.15 | 88.00 | 1,125,176.80 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 201.4 | TON | 120.00 | 24,168.00 | 140.00 | 28,196.00 | 150.00 | 30,210.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 7,403 | SQYD | 3.00 | 22,209.00 | 4.00 | 29,612.00 | 5.75 | 42,567.25 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -155 | CUYD | 0.10 | -15.50 | 1.00 | -155.00 | 0.10 | -15.50 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 188 | SQYD | 120.00 | 22,560.00 | 100.00 | 18,800.00 | 100.00 | 18,800.00 |
| 0013 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 137.5 | LNFT | 52.00 | 7,150.00 | 55.00 | 7,562.50 | 57.00 | 7,837.50 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 125 | LNFT | 20.00 | 2,500.00 | 20.00 | 2,500.00 | 20.00 | 2,500.00 |
| 0015 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,200.00 | 8,800.00 | 2,200.00 | 8,800.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 32,000.00 | 32,000.00 | 35,000.00 | 35,000.00 | 18,000.00 | 18,000.00 |
| 0017 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 900 | LNFT | 1.50 | 1,350.00 | 0.30 | 270.00 | 0.50 | 450.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.759 | MILE | 225.00 | 1,070.78 | 465.00 | 2,212.94 | 175.00 | 832.83 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.612 | MILE | 200.00 | 922.40 | 555.00 | 2,559.66 | 220.00 | 1,014.64 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.785 | MILE | 300.00 | 3,235.50 | 635.00 | 6,848.48 | 320.00 | 3,451.20 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 8.2 | TON | 450.00 | 3,690.00 | 550.00 | 4,510.00 | 550.00 | 4,510.00 |
| 0022 | 717-01-00100 | Seeding | 184 | LB | 8.00 | 1,472.00 | 8.80 | 1,619.20 | 9.00 | 1,656.00 |
| 0023 | 718-01-00100 | Fertilizer | 4,080 | LB | 0.45 | 1,836.00 | 0.60 | 2,448.00 | 0.55 | 2,244.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 | 165,000.00 | 165,000.00 | 51,300.00 | 51,300.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 75.00 | 300.00 | 75.00 | 300.00 |
| 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | 315 | EACH | 5.50 | 1,732.50 | 5.80 | 1,827.00 | 6.00 | 1,890.00 |
| 0027 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 300 | LNFT | 3.50 | 1,050.00 | 1.50 | 450.00 | 3.25 | 975.00 |
| 0028 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.393 | MILE | 2,600.00 | 14,021.80 | 3,200.00 | 17,257.60 | 2,900.00 | 15,639.70 |
| 0029 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.306 | MILE | 650.00 | 1,498.90 | 950.00 | 2,190.70 | 750.00 | 1,729.50 |
| 0031 | 735-01-00100 | Mailboxes | 1 | EACH | 5.00 | 5.00 | 1.20 | 1.20 | 1.00 | 1.00 |
| 0032 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 1,000.00 | 1,000.00 | 140.00 | 140.00 | 550.00 | 550.00 |
| 0033 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 3,900 | LNFT | 2.00 | 7,800.00 | 3.50 | 13,650.00 | 1.40 | 5,460.00 |
| 0034 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 1,430 | LNFT | 3.50 | 5,005.00 | 3.90 | 5,577.00 | 1.50 | 2,145.00 |
| 0035 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 5,330 | LNFT | 1.50 | 7,995.00 | 1.20 | 6,396.00 | 1.10 | 5,863.00 |
| 0036 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 49,040 | INLF | 0.10 | 4,904.00 | 0.45 | 22,068.00 | 0.30 | 14,712.00 |
| 0037 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 1,344 | INLF | 1.15 | 1,545.60 | 0.45 | 604.80 | 1.00 | 1,344.00 |
| 0038 | NS-602-00001 | Milling Concrete Pavement | 565 | SQYD | 15.00 | 8,475.00 | 12.00 | 6,780.00 | 26.00 | 14,690.00 |
| 0039 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 4.8 | MILE | 2,000.00 | 9,600.00 | 1,800.00 | 8,640.00 | 575.00 | 2,760.00 |
| 0040 | NS-734-00001 | Breaking and Seating Pavement | 27,978 | SQYD | 1.75 | 48,961.50 | 1.00 | 27,978.00 | 0.55 | 15,387.90 |
| CONTRACTOR TOTAL | 1,670,023.48 | 1,721,686.43 | 1,744,735.52 | |||||||