Bid Tabulations
Letting of
08/08/2012
LA DOTD Headquarters
| Lead Project: H.009708.6 | |
| Parish: Vernon | |
| Routes: US 171 | |
| Description: US 171: JCT LA 10 - LEESVILLE | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $13,606,268.04 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $5,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 34356 | Prairie Contractors Inc. | $14,231,194.09 | 180 | $15,131,194.09 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $13,947,029.25 | 300 | $15,447,029.25 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $15,275,717.63 | 300 | $16,775,717.63 |
| 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 | 202-02-06060 | Removal of Concrete Catch Basin | 1 | EACH | 600.00 | 600.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 775 | SQYD | 7.00 | 5,425.00 | 6.00 | 4,650.00 | 11.00 | 8,525.00 |
| 0003 | 202-02-06140 | Removal of Curbs (Concrete) | 890 | LNFT | 7.00 | 6,230.00 | 6.00 | 5,340.00 | 11.00 | 9,790.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 420 | LNFT | 20.00 | 8,400.00 | 6.00 | 2,520.00 | 15.00 | 6,300.00 |
| 0005 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 71,504 | SQYD | 8.50 | 607,784.00 | 6.00 | 429,024.00 | 10.00 | 715,040.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 37,555.1 | SQYD | 5.50 | 206,553.05 | 4.50 | 168,997.95 | 3.70 | 138,953.87 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 | 500,000.00 | 500,000.00 |
| 0008 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,000 | CUYD | 5.00 | 15,000.00 | 20.00 | 60,000.00 | 19.00 | 57,000.00 |
| 0009 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 750 | CUYD | 20.00 | 15,000.00 | 20.00 | 15,000.00 | 11.00 | 8,250.00 |
| 0010 | 203-08-00100 | Geotextile Fabric | 940 | SQYD | 5.00 | 4,700.00 | 2.00 | 1,880.00 | 8.00 | 7,520.00 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 425 | CUYD | 85.00 | 36,125.00 | 110.00 | 46,750.00 | 100.00 | 42,500.00 |
| 0012 | 302-02-02101 | Class II Base Course (6" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 110,309.9 | SQYD | 15.30 | 1,687,741.47 | 14.00 | 1,544,338.60 | 16.00 | 1,764,958.40 |
| 0013 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 110,310 | SQYD | 8.70 | 959,697.00 | 6.50 | 717,015.00 | 11.00 | 1,213,410.00 |
| 0014 | 304-01-00100 | Lime | 1,563.64 | TON | 215.00 | 336,182.60 | 200.00 | 312,728.00 | 210.00 | 328,364.40 |
| 0015 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 110,310 | SQYD | 3.90 | 430,209.00 | 3.00 | 330,930.00 | 6.50 | 717,015.00 |
| 0016 | 304-05-00100 | Lime Treatment (Type E) | 390.91 | TON | 525.00 | 205,227.75 | 315.00 | 123,136.65 | 660.00 | 258,000.60 |
| 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 120.00 | 60,000.00 | 75.00 | 37,500.00 | 75.00 | 37,500.00 |
| 0018 | 502-01-00100 | Superpave Asphaltic Concrete | 76,240.1 | TON | 79.00 | 6,022,967.90 | 82.00 | 6,251,688.20 | 83.00 | 6,327,928.30 |
| 0019 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,887.8 | TON | 110.00 | 317,658.00 | 140.00 | 404,292.00 | 150.00 | 433,170.00 |
| 0020 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 21,085 | GAL | 3.30 | 69,580.50 | 3.80 | 80,123.00 | 3.50 | 73,797.50 |
| 0021 | 507-02-00200 | Aggregate (S2) | 31,008 | SQYD | 1.00 | 31,008.00 | 1.25 | 38,760.00 | 1.30 | 40,310.40 |
| 0022 | 507-02-00300 | Aggregate (S3) | 31,008 | SQYD | 0.80 | 24,806.40 | 1.05 | 32,558.40 | 1.00 | 31,008.00 |
| 0023 | 509-01-00100 | Cold Planing Asphaltic Pavement | 70,994 | SQYD | 1.05 | 74,543.70 | 1.00 | 70,994.00 | 1.35 | 95,841.90 |
| 0024 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,334 | CUYD | 0.01 | -33.34 | 1.00 | -3,334.00 | 10.00 | -33,340.00 |
| 0025 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 2,200 | SQYD | 82.00 | 180,400.00 | 78.00 | 171,600.00 | 84.00 | 184,800.00 |
| 0026 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 4,512 | LNFT | 2.00 | 9,024.00 | 1.65 | 7,444.80 | 1.60 | 7,219.20 |
| 0027 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 5,415 | LNFT | 1.75 | 9,476.25 | 1.65 | 8,934.75 | 1.60 | 8,664.00 |
| 0028 | 602-03-00100 | Cleaning and Sealing Random cracks | 200 | LNFT | 5.00 | 1,000.00 | 20.00 | 4,000.00 | 12.00 | 2,400.00 |
| 0029 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 580 | SQYD | 225.00 | 130,500.00 | 205.00 | 118,900.00 | 190.00 | 110,200.00 |
| 0030 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 775 | SQYD | 200.00 | 155,000.00 | 205.00 | 158,875.00 | 190.00 | 147,250.00 |
| 0031 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 3,200 | SQYD | 170.00 | 544,000.00 | 165.00 | 528,000.00 | 150.00 | 480,000.00 |
| 0032 | 702-03-00300 | Catch Basins (CB-04) | 1 | EACH | 3,200.00 | 3,200.00 | 6,000.00 | 6,000.00 | 1,600.00 | 1,600.00 |
| 0033 | 702-04-00100 | Adjusting Manholes | 2 | EACH | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | 2,200.00 | 4,400.00 |
| 0034 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | 2,200.00 | 2,200.00 |
| 0035 | 704-03-00100 | Blocked Out Guard Rail | 125 | LNFT | 25.00 | 3,125.00 | 28.00 | 3,500.00 | 22.00 | 2,750.00 |
| 0036 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 25 | LNFT | 70.00 | 1,750.00 | 45.00 | 1,125.00 | 65.00 | 1,625.00 |
| 0037 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 70.00 | 3,500.00 | 90.00 | 4,500.00 | 62.00 | 3,100.00 |
| 0038 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,500.00 | 5,000.00 | 2,800.00 | 5,600.00 | 2,700.00 | 5,400.00 |
| 0039 | 706-01-00100 | Concrete Walk (4" Thick) | 40 | SQYD | 60.00 | 2,400.00 | 75.00 | 3,000.00 | 55.00 | 2,200.00 |
| 0040 | 706-02-00200 | Concrete Drive (6" Thick) | 550 | SQYD | 75.00 | 41,250.00 | 85.00 | 46,750.00 | 60.00 | 33,000.00 |
| 0041 | 707-01-00100 | Concrete Curb | 1,465 | LNFT | 18.00 | 26,370.00 | 25.00 | 36,625.00 | 28.00 | 41,020.00 |
| 0042 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 260,000.00 | 260,000.00 | 210,000.00 | 210,000.00 | 375,000.00 | 375,000.00 |
| 0043 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 26.733 | MILE | 400.00 | 10,693.20 | 365.00 | 9,757.55 | 170.00 | 4,544.61 |
| 0044 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 28.979 | MILE | 225.00 | 6,520.28 | 540.00 | 15,648.66 | 475.00 | 13,765.03 |
| 0045 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 53.467 | MILE | 440.00 | 23,525.48 | 620.00 | 33,149.54 | 560.00 | 29,941.52 |
| 0046 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 600 | EACH | 2.00 | 1,200.00 | 2.00 | 1,200.00 | 1.60 | 960.00 |
| 0047 | 727-01-00100 | Mobilization | 1 | LUMP | 460,000.00 | 460,000.00 | 1,200,000.00 | 1,200,000.00 | 510,000.00 | 510,000.00 |
| 0048 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 100.00 | 200.00 | 90.00 | 180.00 | 85.00 | 170.00 |
| 0049 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,400 | EACH | 5.00 | 12,000.00 | 5.50 | 13,200.00 | 5.50 | 13,200.00 |
| 0050 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 2,700 | LNFT | 1.00 | 2,700.00 | 1.50 | 4,050.00 | 1.40 | 3,780.00 |
| 0051 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 400 | LNFT | 5.00 | 2,000.00 | 5.68 | 2,272.00 | 5.50 | 2,200.00 |
| 0052 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 24.969 | MILE | 2,400.00 | 59,925.60 | 2,600.00 | 64,919.40 | 2,600.00 | 64,919.40 |
| 0053 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 12.485 | MILE | 650.00 | 8,115.25 | 950.00 | 11,860.75 | 900.00 | 11,236.50 |
| 0054 | 732-03-04000 | Plastic Pavement Striping (Broken Line) (7" Width) (Preformed Tape) (Retroreflectivity Level I) Contrast | 0.5 | MILE | 5,000.00 | 2,500.00 | 6,500.00 | 3,250.00 | 6,250.00 | 3,125.00 |
| 0055 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 36 | EACH | 200.00 | 7,200.00 | 245.00 | 8,820.00 | 225.00 | 8,100.00 |
| 0056 | 732-05-00100 | Removal of Existing Markings | 0.5 | MILE | 2,500.00 | 1,250.00 | 3,400.00 | 1,700.00 | 3,200.00 | 1,600.00 |
| 0057 | 735-01-00100 | Mailboxes | 44 | EACH | 15.00 | 660.00 | 15.00 | 660.00 | 1.00 | 44.00 |
| 0058 | 735-02-00100 | Mailbox Supports (Single) | 25 | EACH | 120.00 | 3,000.00 | 130.00 | 3,250.00 | 160.00 | 4,000.00 |
| 0059 | 735-03-00100 | Mailbox Supports (Double) | 7 | EACH | 150.00 | 1,050.00 | 150.00 | 1,050.00 | 250.00 | 1,750.00 |
| 0060 | 735-04-00100 | Mailbox Supports (Multiple) | 5 | EACH | 225.00 | 1,125.00 | 235.00 | 1,175.00 | 425.00 | 2,125.00 |
| 0061 | 739-01-00100 | Hydro-Seeding | 12 | ACRE | 1,100.00 | 13,200.00 | 1,200.00 | 14,400.00 | 1,100.00 | 13,200.00 |
| 0062 | 740-01-00100 | Construction Layout | 1 | LUMP | 40,000.00 | 40,000.00 | 80,000.00 | 80,000.00 | 7,000.00 | 7,000.00 |
| 0063 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 26,163 | LNFT | 5.25 | 137,355.75 | 1.10 | 28,779.30 | 1.05 | 27,471.15 |
| 0064 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 31,395 | LNFT | 5.25 | 164,823.75 | 1.10 | 34,534.50 | 1.05 | 32,964.75 |
| 0065 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 83,542 | LNFT | 4.25 | 355,053.50 | 1.10 | 91,896.20 | 1.05 | 87,719.10 |
| 0066 | NS-500-00280 | Surface Preparation | 1 | LUMP | 100.00 | 100.00 | 30,000.00 | 30,000.00 | 22,000.00 | 22,000.00 |
| 0067 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 60,000 | INLF | 0.50 | 30,000.00 | 0.65 | 39,000.00 | 0.55 | 33,000.00 |
| 0068 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 15,000 | INLF | 1.00 | 15,000.00 | 0.65 | 9,750.00 | 0.55 | 8,250.00 |
| 0069 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 251,100 | INLF | 0.70 | 175,770.00 | 0.15 | 37,665.00 | 0.10 | 25,110.00 |
| 0070 | NS-602-00003 | Raising and/or Under-sealing Concrete Slabs (Polyurethane) | 20,000 | LB | 4.50 | 90,000.00 | 4.65 | 93,000.00 | 4.50 | 90,000.00 |
| 0071 | NS-602-00004 | Cross-Stitching Random Longitudinal Cracks | 995 | LNFT | 35.00 | 34,825.00 | 27.00 | 26,865.00 | 26.00 | 25,870.00 |
| 0072 | NS-713-00001 | Dynamic Message Sign Unit | 2 | EACH | 15,000.00 | 30,000.00 | 20,000.00 | 40,000.00 | 9,000.00 | 18,000.00 |
| 0073 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 25 | MILE | 1,000.00 | 25,000.00 | 450.00 | 11,250.00 | 400.00 | 10,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 14,231,194.09 | 13,947,029.25 | 15,275,717.63 | |||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 900,000.00 | 1,500,000.00 | 1,500,000.00 | |||||||
| TOTAL BID | 15,131,194.09 | 15,447,029.25 | 16,775,717.63 | |||||||