Bid Tabulations
Letting of
04/24/2013
LA DOTD Headquarters
| Lead Project: H.010371.6 | |
| Parish: Vernon, Beauregard | |
| Routes: LA 399 | |
| Description: LA 399: JCT. LA 112 - JCT. LA 10 | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $3,215,603.75 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | Prairie Contractors Inc. | $2,630,200.95 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $2,873,435.46 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $2,997,881.45 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Prairie Contractors 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 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,200.00 | 2,200.00 | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 212 | LNFT | 24.00 | 5,088.00 | 11.00 | 2,332.00 | 13.00 | 2,756.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 5,250 | CUYD | 0.50 | 2,625.00 | 5.00 | 26,250.00 | 5.00 | 26,250.00 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,500 | CUYD | 0.50 | 750.00 | 14.00 | 21,000.00 | 5.00 | 7,500.00 |
| 0005 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 97,851 | SQYD | 6.95 | 680,064.45 | 6.50 | 636,031.50 | 7.50 | 733,882.50 |
| 0006 | 308-02-00100 | Removal of Existing Patches | 600 | SQYD | 1.00 | 600.00 | 5.00 | 3,000.00 | 10.50 | 6,300.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,500 | CUYD | 35.00 | 87,500.00 | 48.00 | 120,000.00 | 47.50 | 118,750.00 |
| 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 120 | CUYD | 92.00 | 11,040.00 | 24.00 | 2,880.00 | 17.00 | 2,040.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 18,724.2 | TON | 80.50 | 1,507,298.10 | 81.00 | 1,516,660.20 | 78.50 | 1,469,849.70 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 850.6 | TON | 50.00 | 42,530.00 | 150.00 | 127,590.00 | 165.00 | 140,349.00 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 28,292 | SQYD | 2.05 | 57,998.60 | 2.50 | 70,730.00 | 1.75 | 49,511.00 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,899 | CUYD | 20.00 | -37,980.00 | 0.10 | -189.90 | 15.00 | -28,485.00 |
| 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 50 | SQYD | 150.00 | 7,500.00 | 120.00 | 6,000.00 | 225.00 | 11,250.00 |
| 0014 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 48 | LNFT | 100.00 | 4,800.00 | 215.00 | 10,320.00 | 230.00 | 11,040.00 |
| 0015 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 48 | LNFT | 135.00 | 6,480.00 | 260.00 | 12,480.00 | 275.00 | 13,200.00 |
| 0016 | 701-02-01120 | Cross Drain Pipe Arch (60" Equiv. RCPA) | 48 | LNFT | 385.00 | 18,480.00 | 480.00 | 23,040.00 | 640.00 | 30,720.00 |
| 0017 | 701-08-00100 | Relaying Pipe | 24 | LNFT | 110.00 | 2,640.00 | 105.00 | 2,520.00 | 275.00 | 6,600.00 |
| 0018 | 701-15-00100 | Concrete Collar | 6 | EACH | 625.00 | 3,750.00 | 1,500.00 | 9,000.00 | 1,250.00 | 7,500.00 |
| 0019 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 40.00 | 4,000.00 | 47.00 | 4,700.00 | 50.00 | 5,000.00 |
| 0020 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 152 | LNFT | 65.00 | 9,880.00 | 62.00 | 9,424.00 | 65.00 | 9,880.00 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 35.00 | 1,750.00 | 20.00 | 1,000.00 | 20.50 | 1,025.00 |
| 0022 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 3,250.00 | 13,000.00 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0024 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 12 | LNFT | 0.01 | 0.12 | 0.11 | 1.32 | 0.15 | 1.80 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.001 | MILE | 400.00 | 6,400.40 | 250.00 | 4,000.25 | 160.00 | 2,560.16 |
| 0026 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 11.068 | MILE | 0.01 | 0.11 | 1.00 | 11.07 | 150.00 | 1,660.20 |
| 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 48.788 | MILE | 0.01 | 0.49 | 1.00 | 48.79 | 255.00 | 12,440.94 |
| 0028 | 716-01-00100 | Mulch (Vegetative) | 11.6 | TON | 370.00 | 4,292.00 | 425.00 | 4,930.00 | 700.00 | 8,120.00 |
| 0029 | 717-01-00100 | Seeding | 174 | LB | 10.00 | 1,740.00 | 10.00 | 1,740.00 | 13.00 | 2,262.00 |
| 0030 | 718-01-00100 | Fertilizer | 5,800 | LB | 0.85 | 4,930.00 | 0.90 | 5,220.00 | 0.75 | 4,350.00 |
| 0031 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 5,250.00 | 5,250.00 |
| 0032 | 726-01-00100 | Bedding Material | 42.4 | CUYD | 101.50 | 4,303.60 | 95.00 | 4,028.00 | 110.00 | 4,664.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 80,000.00 | 80,000.00 | 100,000.00 | 100,000.00 | 170,000.00 | 170,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 100.00 | 1,600.00 | 85.00 | 1,360.00 | 90.00 | 1,440.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,381 | EACH | 3.75 | 5,178.75 | 4.00 | 5,524.00 | 4.00 | 5,524.00 |
| 0036 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 12 | LNFT | 10.00 | 120.00 | 9.00 | 108.00 | 8.75 | 105.00 |
| 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 24.184 | MILE | 2,150.00 | 51,995.60 | 2,200.00 | 53,204.80 | 2,250.00 | 54,414.00 |
| 0038 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.493 | MILE | 625.00 | 3,433.13 | 525.00 | 2,883.83 | 550.00 | 3,021.15 |
| 0039 | 732-05-00100 | Removal of Existing Markings | 0.24 | MILE | 2,200.00 | 528.00 | 3,500.00 | 840.00 | 3,100.00 | 744.00 |
| 0040 | 735-01-00100 | Mailboxes | 35 | EACH | 13.00 | 455.00 | 13.00 | 455.00 | 1.00 | 35.00 |
| 0041 | 735-02-00100 | Mailbox Supports (Single) | 24 | EACH | 108.00 | 2,592.00 | 100.00 | 2,400.00 | 125.00 | 3,000.00 |
| 0042 | 735-03-00100 | Mailbox Supports (Double) | 6 | EACH | 275.00 | 1,650.00 | 135.00 | 810.00 | 180.00 | 1,080.00 |
| 0043 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 300.00 | 300.00 | 275.00 | 275.00 | 275.00 | 275.00 |
| 0044 | 740-01-00100 | Construction Layout | 1 | LUMP | 100.00 | 100.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 |
| 0045 | NS-200-00020 | Cleaning Existing Ditches | 180 | LNFT | 10.00 | 1,800.00 | 18.00 | 3,240.00 | 15.50 | 2,790.00 |
| 0046 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 608 | LNFT | 1.40 | 851.20 | 4.50 | 2,736.00 | 3.25 | 1,976.00 |
| 0047 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 168 | LNFT | 1.80 | 302.40 | 10.00 | 1,680.00 | 5.25 | 882.00 |
| 0048 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 776 | LNFT | 0.80 | 620.80 | 4.00 | 3,104.00 | 2.25 | 1,746.00 |
| 0049 | NS-500-00280 | Surface Preparation | 1 | LUMP | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 22,500.00 | 22,500.00 |
| 0050 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,320 | INLF | 0.01 | 13.20 | 0.43 | 567.60 | 0.85 | 1,122.00 |
| CONTRACTOR TOTAL | 2,630,200.95 | 2,873,435.46 | 2,997,881.45 | |||||||