Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: H.000443.6 | |
| Parish: St. Landry | |
| Routes: US 190 | |
| Description: US 190: JUNCTION LA 35 - 0.09 MILES EAST JUNCTION LA 104 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, RUBBLIZING PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $8,227,676.40 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | Prairie Contractors Inc. | $6,499,660.62 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $9,500,000.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Prairie Contractors Inc. |
- 2 - Gilchrist Construction Co. LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of CONCRETE PAD (APPROX. STA. 269+00) | 1 | EACH | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 |
| 0002 | 202-02-06060 | Removal of Concrete Catch Basin | 5 | EACH | 500.00 | 2,500.00 | 1,200.00 | 6,000.00 |
| 0003 | 202-02-06140 | Removal of Curbs (Concrete) | 3,275 | LNFT | 1.25 | 4,093.75 | 1.10 | 3,602.50 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 870 | LNFT | 10.00 | 8,700.00 | 9.00 | 7,830.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 29,257 | SQYD | 0.10 | 2,925.70 | 2.50 | 73,142.50 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 4,100 | CUYD | 16.50 | 67,650.00 | 22.00 | 90,200.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 154 | EACH | 20.00 | 3,080.00 | 15.00 | 2,310.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 41 | EACH | 110.00 | 4,510.00 | 295.00 | 12,095.00 |
| 0009 | 302-02-02080 | Class II Base Course (6" Thick) (Stone) | 8,627 | SQYD | 17.00 | 146,659.00 | 18.00 | 155,286.00 |
| 0010 | 306-02-00100 | Scarifying and Compacting Roadbed (6" Thick) | 29,257 | SQYD | 2.00 | 58,514.00 | 1.30 | 38,034.10 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 150 | CUYD | 100.00 | 15,000.00 | 50.00 | 7,500.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 75.00 | 7,500.00 | 35.00 | 3,500.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 48,908.8 | TON | 71.00 | 3,472,524.80 | 94.00 | 4,597,427.20 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,600 | TON | 120.00 | 312,000.00 | 120.00 | 312,000.00 |
| 0015 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 39,851 | GAL | 3.80 | 151,433.80 | 4.05 | 161,396.55 |
| 0016 | 507-02-00200 | Aggregate (S2) | 58,604 | SQYD | 1.00 | 58,604.00 | 1.05 | 61,534.20 |
| 0017 | 507-02-00300 | Aggregate (S3) | 58,604 | SQYD | 0.86 | 50,399.44 | 0.85 | 49,813.40 |
| 0018 | 509-01-00100 | Cold Planing Asphaltic Pavement | 99,739 | SQYD | 0.72 | 71,812.08 | 1.85 | 184,517.15 |
| 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4,671 | CUYD | 100.00 | -467,100.00 | 1.00 | -4,671.00 |
| 0020 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 350 | SQYD | 112.00 | 39,200.00 | 110.00 | 38,500.00 |
| 0021 | 510-03-00100 | Pavement Joint Repair | 300 | TON | 50.00 | 15,000.00 | 260.00 | 78,000.00 |
| 0022 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 31,815 | LNFT | 1.60 | 50,904.00 | 1.75 | 55,676.25 |
| 0023 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 26,825 | LNFT | 1.60 | 42,920.00 | 1.75 | 46,943.75 |
| 0024 | 602-03-00100 | Cleaning and Sealing Random cracks | 400 | LNFT | 3.50 | 1,400.00 | 3.50 | 1,400.00 |
| 0025 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 1,250 | SQYD | 150.00 | 187,500.00 | 170.00 | 212,500.00 |
| 0026 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 985 | SQYD | 140.00 | 137,900.00 | 160.00 | 157,600.00 |
| 0027 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 3,600 | SQYD | 120.00 | 432,000.00 | 140.00 | 504,000.00 |
| 0028 | 602-08-00100 | Grinding Concrete Pavement | 850 | SQYD | 20.00 | 17,000.00 | 25.00 | 21,250.00 |
| 0029 | 602-10-00100 | Longitudinal Shoulder Joints | 4,700 | LNFT | 1.40 | 6,580.00 | 1.50 | 7,050.00 |
| 0030 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 75 | LNFT | 85.00 | 6,375.00 | 150.00 | 11,250.00 |
| 0031 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 8 | LNFT | 65.00 | 520.00 | 275.00 | 2,200.00 |
| 0032 | 701-15-00100 | Concrete Collar | 12 | EACH | 400.00 | 4,800.00 | 890.00 | 10,680.00 |
| 0033 | 702-03-00600 | Catch Basins (CB-07) | 5 | EACH | 5,300.00 | 26,500.00 | 4,500.00 | 22,500.00 |
| 0034 | 703-01-00100 | Shoulder Underdrain Systems | 17,254 | LNFT | 9.00 | 155,286.00 | 14.00 | 241,556.00 |
| 0035 | 703-02-00100 | Shoulder Outlet Underdrains | 59 | EACH | 650.00 | 38,350.00 | 480.00 | 28,320.00 |
| 0036 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 237.5 | LNFT | 70.00 | 16,625.00 | 65.00 | 15,437.50 |
| 0037 | 704-03-00100 | Blocked Out Guard Rail | 87.5 | LNFT | 22.00 | 1,925.00 | 25.00 | 2,187.50 |
| 0038 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 25 | LNFT | 100.00 | 2,500.00 | 88.00 | 2,200.00 |
| 0039 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 3,000.00 | 12,000.00 |
| 0040 | 707-01-00200 | Concrete Curb (Barrier) | 525 | LNFT | 16.00 | 8,400.00 | 16.00 | 8,400.00 |
| 0041 | 707-01-00300 | Concrete Curb (Mountable) | 2,750 | LNFT | 11.50 | 31,625.00 | 12.00 | 33,000.00 |
| 0042 | 712-02-00100 | Sacked Concrete Revetment | 100 | SQYD | 185.00 | 18,500.00 | 130.00 | 13,000.00 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 350,000.00 | 350,000.00 | 873,980.34 | 873,980.34 |
| 0044 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 178 | LNFT | 0.01 | 1.78 | 0.25 | 44.50 |
| 0045 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 24.109 | MILE | 350.00 | 8,438.15 | 375.00 | 9,040.88 |
| 0046 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 13.142 | MILE | 0.01 | 0.13 | 225.00 | 2,956.95 |
| 0047 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 27.231 | MILE | 0.01 | 0.27 | 275.00 | 7,488.53 |
| 0048 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 30 | EACH | 0.01 | 0.30 | 50.00 | 1,500.00 |
| 0049 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 2 | EACH | 0.01 | 0.02 | 50.00 | 100.00 |
| 0050 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 939 | EACH | 2.00 | 1,878.00 | 2.25 | 2,112.75 |
| 0051 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 |
| 0052 | 727-01-00100 | Mobilization | 1 | LUMP | 627,000.00 | 627,000.00 | 900,000.00 | 900,000.00 |
| 0053 | 729-16-00200 | Object Marker Assembly (Type 2) | 10 | EACH | 70.00 | 700.00 | 55.00 | 550.00 |
| 0054 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 90.00 | 720.00 |
| 0055 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 59 | EACH | 12.00 | 708.00 | 14.00 | 826.00 |
| 0056 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,220 | EACH | 4.75 | 10,545.00 | 6.25 | 13,875.00 |
| 0057 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 1,140 | LNFT | 1.00 | 1,140.00 | 1.60 | 1,824.00 |
| 0058 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 100 | LNFT | 4.00 | 400.00 | 5.35 | 535.00 |
| 0059 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 21.132 | MILE | 2,650.00 | 55,999.80 | 3,200.00 | 67,622.40 |
| 0060 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 12.756 | MILE | 900.00 | 11,480.40 | 1,100.00 | 14,031.60 |
| 0061 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 38 | EACH | 225.00 | 8,550.00 | 255.00 | 9,690.00 |
| 0062 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 10 | EACH | 225.00 | 2,250.00 | 265.00 | 2,650.00 |
| 0063 | 732-05-00100 | Removal of Existing Markings | 3.118 | MILE | 3,800.00 | 11,848.40 | 4,100.00 | 12,783.80 |
| 0064 | 734-01-00100 | Rubblizing Portland Cement Concrete Pavement | 46,011 | SQYD | 3.00 | 138,033.00 | 3.35 | 154,136.85 |
| 0065 | 735-01-00100 | Mailboxes | 22 | EACH | 15.00 | 330.00 | 100.00 | 2,200.00 |
| 0066 | 735-02-00100 | Mailbox Supports (Single) | 27 | EACH | 100.00 | 2,700.00 | 115.00 | 3,105.00 |
| 0067 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 140.00 | 140.00 | 160.00 | 160.00 |
| 0068 | 739-01-00100 | Hydro-Seeding | 16.22 | ACRE | 1,050.00 | 17,031.00 | 1,100.00 | 17,842.00 |
| 0069 | 740-01-00100 | Construction Layout | 1 | LUMP | 100.00 | 100.00 | 85,000.00 | 85,000.00 |
| 0070 | 741-11-00200 | Adjusting Water Valve and Meter Box | 1 | EACH | 400.00 | 400.00 | 1,000.00 | 1,000.00 |
| 0071 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 900 | LNFT | 1.65 | 1,485.00 | 1.65 | 1,485.00 |
| 0072 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 1,216 | LNFT | 1.65 | 2,006.40 | 1.65 | 2,006.40 |
| 0073 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 1,736 | LNFT | 1.65 | 2,864.40 | 1.65 | 2,864.40 |
| 0074 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 14 | MILE | 1,041.00 | 14,574.00 | 800.00 | 11,200.00 |
| CONTRACTOR TOTAL | 6,499,660.62 | 9,500,000.00 | ||||||