Bid Tabulations
Letting of
01/09/2013
LA DOTD Headquarters
| Lead Project: H.009557.6 | |
| Parish: Avoyelles | |
| Routes: LA 114 | |
| Description: LA 114: JCT. LA 1 - JCT. LA 1188 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, AND RELATED WORK | |
| Estimated Construction Cost: $1,421,329.47 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $1,252,917.40 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,399,804.20 |
| 3 | 05789 | D & J Construction Co., Inc. | $1,696,992.56 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,000.00 | 3,000.00 | 5,500.00 | 5,500.00 | 3,000.00 | 3,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 834 | LNFT | 9.00 | 7,506.00 | 8.50 | 7,089.00 | 30.00 | 25,020.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 50 | CUYD | 50.00 | 2,500.00 | 16.00 | 800.00 | 75.00 | 3,750.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 500 | CUYD | 45.00 | 22,500.00 | 44.00 | 22,000.00 | 35.00 | 17,500.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 8,314.7 | TON | 77.00 | 640,231.90 | 77.50 | 644,389.25 | 105.00 | 873,043.50 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,250.5 | TON | 135.00 | 168,817.50 | 135.00 | 168,817.50 | 160.00 | 200,080.00 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 77,090 | SQYD | 0.90 | 69,381.00 | 1.95 | 150,325.50 | 2.00 | 154,180.00 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,025 | CUYD | 6.00 | -18,150.00 | 15.00 | -45,375.00 | 0.10 | -302.50 |
| 0010 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 350 | SQYD | 98.00 | 34,300.00 | 89.00 | 31,150.00 | 150.00 | 52,500.00 |
| 0011 | 701-01-02040 | Cross Drain Pipe (30" RCP/PP or 36" CMP) | 88 | LNFT | 195.00 | 17,160.00 | 205.00 | 18,040.00 | 140.00 | 12,320.00 |
| 0012 | 701-01-02080 | Cross Drain Pipe (36" RCP/PP or 42" CMP) | 96 | LNFT | 230.00 | 22,080.00 | 235.00 | 22,560.00 | 160.00 | 15,360.00 |
| 0013 | 701-01-02200 | Cross Drain Pipe (54" RCP or 60" CMP) | 88 | LNFT | 350.00 | 30,800.00 | 485.00 | 42,680.00 | 400.00 | 35,200.00 |
| 0014 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 42.00 | 4,200.00 | 45.00 | 4,500.00 | 40.00 | 4,000.00 |
| 0015 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 650 | LNFT | 65.00 | 42,250.00 | 69.00 | 44,850.00 | 65.00 | 42,250.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 100 | LNFT | 24.00 | 2,400.00 | 25.00 | 2,500.00 | 21.00 | 2,100.00 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,200.00 | 4,400.00 | 2,400.00 | 4,800.00 | 2,500.00 | 5,000.00 |
| 0018 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,500.00 | 5,000.00 | 2,700.00 | 5,400.00 | 2,500.00 | 5,000.00 |
| 0019 | 712-02-00100 | Sacked Concrete Revetment | 180 | SQYD | 90.00 | 16,200.00 | 130.00 | 23,400.00 | 125.00 | 22,500.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 38,000.00 | 38,000.00 | 25,000.00 | 25,000.00 |
| 0021 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 36 | LNFT | 10.00 | 360.00 | 0.83 | 29.88 | 3.00 | 108.00 |
| 0022 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 10.297 | MILE | 500.00 | 5,148.50 | 169.00 | 1,740.19 | 225.00 | 2,316.83 |
| 0023 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.927 | MILE | 100.00 | 892.70 | 200.00 | 1,785.40 | 200.00 | 1,785.40 |
| 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 30.327 | MILE | 100.00 | 3,032.70 | 325.00 | 9,856.28 | 1.00 | 30.33 |
| 0025 | 713-05-00400 | Temporary Pavement Legends & Symbols (RR Crossing) | 2 | EACH | 100.00 | 200.00 | 57.00 | 114.00 | 50.00 | 100.00 |
| 0026 | 726-01-00100 | Bedding Material | 72.5 | CUYD | 90.00 | 6,525.00 | 88.00 | 6,380.00 | 100.00 | 7,250.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 53,000.00 | 53,000.00 | 89,000.00 | 89,000.00 | 75,000.00 | 75,000.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 90.00 | 1,440.00 | 85.00 | 1,360.00 | 100.00 | 1,600.00 |
| 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 830 | EACH | 4.60 | 3,818.00 | 4.50 | 3,735.00 | 6.00 | 4,980.00 |
| 0030 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 48 | LNFT | 15.00 | 720.00 | 13.00 | 624.00 | 5.00 | 240.00 |
| 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 15.164 | MILE | 2,500.00 | 37,910.00 | 2,500.00 | 37,910.00 | 3,000.00 | 45,492.00 |
| 0032 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.464 | MILE | 650.00 | 2,901.60 | 675.00 | 3,013.20 | 1,000.00 | 4,464.00 |
| 0033 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 2 | EACH | 450.00 | 900.00 | 475.00 | 950.00 | 500.00 | 1,000.00 |
| 0034 | 735-01-00100 | Mailboxes | 150 | EACH | 13.00 | 1,950.00 | 1.00 | 150.00 | 5.00 | 750.00 |
| 0035 | 735-02-00100 | Mailbox Supports (Single) | 103 | EACH | 115.00 | 11,845.00 | 110.00 | 11,330.00 | 125.00 | 12,875.00 |
| 0036 | 735-03-00100 | Mailbox Supports (Double) | 20 | EACH | 140.00 | 2,800.00 | 190.00 | 3,800.00 | 250.00 | 5,000.00 |
| 0037 | 735-04-00100 | Mailbox Supports (Multiple) | 3 | EACH | 280.00 | 840.00 | 325.00 | 975.00 | 350.00 | 1,050.00 |
| 0038 | 739-01-00100 | Hydro-Seeding | 2 | ACRE | 1,300.00 | 2,600.00 | 1,350.00 | 2,700.00 | 2,500.00 | 5,000.00 |
| 0039 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0040 | NS-200-00020 | Cleaning Existing Ditches | 150 | LNFT | 12.00 | 1,800.00 | 11.00 | 1,650.00 | 15.00 | 2,250.00 |
| 0041 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 1,950 | LNFT | 1.75 | 3,412.50 | 2.25 | 4,387.50 | 3.00 | 5,850.00 |
| 0042 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 500 | LNFT | 6.00 | 3,000.00 | 2.25 | 1,125.00 | 3.00 | 1,500.00 |
| 0043 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 2,450 | LNFT | 1.70 | 4,165.00 | 2.25 | 5,512.50 | 3.00 | 7,350.00 |
| 0044 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 7,000 | INLF | 0.44 | 3,080.00 | 0.75 | 5,250.00 | 0.50 | 3,500.00 |
| CONTRACTOR TOTAL | 1,252,917.40 | 1,399,804.20 | 1,696,992.56 | |||||||