Bid Tabulations
Letting of
11/17/2010
LA DOTD Headquarters
| Lead Project: 452-90-0155 | |
| Parish: Tangipahoa | |
| Routes: I-55 | |
| Description: JCT. US 51 - JCT. LA 40 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, RUBBLIZE AND OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $34,301,472.58 | |
| Maximum Number of Days Allowed for Construction: 710 | |
| Calculated Daily User Cost: $7,500.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC. | $31,440,107.65 | 320 | $33,840,107.65 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $32,423,315.72 | 600 | $36,923,315.72 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $50,931,537.10 | 700 | $56,181,537.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing refer to sheet 202f for typical | 1 | LUMP | 300,000.00 | 300,000.00 | 300,000.00 | 300,000.00 | 100,000.00 | 100,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 | 100,000.00 | 100,000.00 |
| 0003 | 202-02-00010 | Removal of PIER PROTECTION SYSTEM | 8 | EACH | 11,000.00 | 88,000.00 | 16,000.00 | 128,000.00 | 10,000.00 | 80,000.00 |
| 0004 | 202-02-06090 | Removal of Concrete Revetment | 1 | LUMP | 22,000.00 | 22,000.00 | 5,500.00 | 5,500.00 | 20,000.00 | 20,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 12,041 | LNFT | 5.00 | 60,205.00 | 2.75 | 33,112.75 | 4.00 | 48,164.00 |
| 0006 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 4,050 | SQYD | 15.00 | 60,750.00 | 12.00 | 48,600.00 | 6.00 | 24,300.00 |
| 0007 | 202-02-38300 | Removal of Sign and U-Channel Post | 104 | EACH | 22.00 | 2,288.00 | 26.00 | 2,704.00 | 23.00 | 2,392.00 |
| 0008 | 202-02-38500 | Removal of Surfacing and Stablized Base | 147,654.6 | SQYD | 1.50 | 221,481.90 | 3.15 | 465,111.99 | 4.00 | 590,618.40 |
| 0009 | 202-03-38000 | Relocation of Sign which may be in the way or needing Height adjustment | 10 | EACH | 500.00 | 5,000.00 | 825.00 | 8,250.00 | 325.00 | 3,250.00 |
| 0010 | 202-03-38000 | Relocation of Sign SIGNS AFFECTED BY EMBANKMENT WORK | 10 | EACH | 500.00 | 5,000.00 | 1,600.00 | 16,000.00 | 175.00 | 1,750.00 |
| 0011 | 203-05-00100 | Excavation and Embankment 50,000 cu.yds Embankment est. and 5,500 cu. yds. Excavation est. | 1 | LUMP | 1,160,000.00 | 1,160,000.00 | 750,000.00 | 750,000.00 | 1,250,000.00 | 1,250,000.00 |
| 0012 | 203-05-00100 | Excavation and Embankment ESTIMATED 95,000 C.Y. EMB. & 5,000 C.Y. EXC. | 1 | LUMP | 1,160,000.00 | 1,160,000.00 | 1,250,000.00 | 1,250,000.00 | 1,800,000.00 | 1,800,000.00 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 3,500 | EACH | 11.00 | 38,500.00 | 18.00 | 63,000.00 | 16.00 | 56,000.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 125,000 | LNFT | 1.60 | 200,000.00 | 1.10 | 137,500.00 | 1.30 | 162,500.00 |
| 0015 | 302-02-06080 | Class II Base Course (12" Thick) (Asphaltic Concrete Base on Embankment Layer) | 23,920 | SQYD | 19.00 | 454,480.00 | 36.00 | 861,120.00 | 46.00 | 1,100,320.00 |
| 0016 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 500 | CUYD | 1.00 | 500.00 | 44.00 | 22,000.00 | 43.00 | 21,500.00 |
| 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 750 | CUYD | 1.00 | 750.00 | 15.00 | 11,250.00 | 35.00 | 26,250.00 |
| 0018 | 502-01-00100 | Superpave Asphaltic Concrete | 338,820.8 | TON | 47.00 | 15,924,577.60 | 55.00 | 18,635,144.00 | 81.00 | 27,444,484.80 |
| 0019 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 24,845.1 | TON | 120.00 | 2,981,412.00 | 103.00 | 2,559,045.30 | 120.00 | 2,981,412.00 |
| 0020 | 509-01-00100 | Cold Planing Asphaltic Pavement | 46,862 | SQYD | 0.01 | 468.62 | 2.50 | 117,155.00 | 2.00 | 93,724.00 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,182 | CUYD | 80.00 | -254,560.00 | 0.10 | -318.20 | 1.00 | -3,182.00 |
| 0022 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 250 | SQYD | 45.00 | 11,250.00 | 68.00 | 17,000.00 | 90.00 | 22,500.00 |
| 0023 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 750 | SQYD | 65.00 | 48,750.00 | 68.00 | 51,000.00 | 130.00 | 97,500.00 |
| 0024 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 30,640 | LNFT | 0.50 | 15,320.00 | 1.20 | 36,768.00 | 1.30 | 39,832.00 |
| 0025 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 33,263 | LNFT | 0.50 | 16,631.50 | 1.40 | 46,568.20 | 1.60 | 53,220.80 |
| 0026 | 602-03-00100 | Cleaning and Sealing Random cracks | 100 | LNFT | 10.00 | 1,000.00 | 4.25 | 425.00 | 4.75 | 475.00 |
| 0027 | 602-05-01160 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (9" Thick) | 200 | SQYD | 155.00 | 31,000.00 | 164.00 | 32,800.00 | 425.00 | 85,000.00 |
| 0028 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) | 800 | SQYD | 155.00 | 124,000.00 | 164.00 | 131,200.00 | 425.00 | 340,000.00 |
| 0029 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) | 100 | SQYD | 165.00 | 16,500.00 | 164.00 | 16,400.00 | 425.00 | 42,500.00 |
| 0030 | 602-11-00100 | Removal of Existing Shoulder Underdrain Systems | 124,233 | LNFT | 1.20 | 149,079.60 | 1.50 | 186,349.50 | 1.80 | 223,619.40 |
| 0031 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 72 | LNFT | 65.00 | 4,680.00 | 85.00 | 6,120.00 | 95.00 | 6,840.00 |
| 0032 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 16 | LNFT | 85.00 | 1,360.00 | 100.00 | 1,600.00 | 110.00 | 1,760.00 |
| 0033 | 701-03-01120 | Storm Drain Pipe (54" RCP) | 32 | LNFT | 225.00 | 7,200.00 | 310.00 | 9,920.00 | 245.00 | 7,840.00 |
| 0034 | 701-07-00600 | Yard Drain Pipe (15") Plastic Pipe & to be used at I-55 & Railroad overpass as directed by the Project Engineer | 400 | LNFT | 60.00 | 24,000.00 | 30.00 | 12,000.00 | 35.00 | 14,000.00 |
| 0035 | 701-15-00100 | Concrete Collar | 59 | EACH | 900.00 | 53,100.00 | 1.00 | 59.00 | 695.00 | 41,005.00 |
| 0036 | 702-03-00100 | Catch Basins (CB-01) to be used at I-55 & Railroad overpass as directed by the Project Engineer | 4 | EACH | 2,750.00 | 11,000.00 | 3,100.00 | 12,400.00 | 3,700.00 | 14,800.00 |
| 0037 | 702-04-00100 | Adjusting Manholes | 1 | EACH | 1,100.00 | 1,100.00 | 2,700.00 | 2,700.00 | 875.00 | 875.00 |
| 0038 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 2,400.00 | 2,400.00 | 2,700.00 | 2,700.00 | 1,500.00 | 1,500.00 |
| 0039 | 702-08-00100 | Side Drain Safety End (Type I) | 1 | EACH | 2,600.00 | 2,600.00 | 3,700.00 | 3,700.00 | 3,300.00 | 3,300.00 |
| 0040 | 703-01-00100 | Shoulder Underdrain Systems | 124,233 | LNFT | 3.70 | 459,662.10 | 4.10 | 509,355.30 | 7.80 | 969,017.40 |
| 0041 | 703-02-00100 | Shoulder Outlet Underdrains | 295 | EACH | 100.00 | 29,500.00 | 380.00 | 112,100.00 | 480.00 | 141,600.00 |
| 0042 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 3,153.5 | LNFT | 36.00 | 113,526.00 | 30.00 | 94,605.00 | 28.00 | 88,298.00 |
| 0043 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 137.5 | LNFT | 47.00 | 6,462.50 | 60.00 | 8,250.00 | 22.00 | 3,025.00 |
| 0044 | 704-03-00100 | Blocked Out Guard Rail | 8,200 | LNFT | 19.00 | 155,800.00 | 16.00 | 131,200.00 | 25.00 | 205,000.00 |
| 0045 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 125 | LNFT | 70.00 | 8,750.00 | 80.00 | 10,000.00 | 55.00 | 6,875.00 |
| 0046 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 37.5 | LNFT | 80.00 | 3,000.00 | 80.00 | 3,000.00 | 45.00 | 1,687.50 |
| 0047 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 900 | LNFT | 56.00 | 50,400.00 | 52.00 | 46,800.00 | 75.00 | 67,500.00 |
| 0048 | 704-11-00100 | Guard Rail End Treatment (Flared) | 62 | EACH | 3,400.00 | 210,800.00 | 2,200.00 | 136,400.00 | 2,200.00 | 136,400.00 |
| 0049 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 6,624.7 | SQYD | 46.00 | 304,736.20 | 54.00 | 357,733.80 | 55.00 | 364,358.50 |
| 0050 | 707-01-00100 | Concrete Curb | 280 | LNFT | 31.00 | 8,680.00 | 36.00 | 10,080.00 | 35.00 | 9,800.00 |
| 0051 | 707-04-00100 | Asphaltic Curb | 80 | LNFT | 40.00 | 3,200.00 | 16.00 | 1,280.00 | 25.00 | 2,000.00 |
| 0052 | 710-01-00100 | Flowable Fill | 79 | CUYD | 65.00 | 5,135.00 | 100.00 | 7,900.00 | 135.00 | 10,665.00 |
| 0053 | 711-01-03000 | Riprap (30 lb, 14" Thick) to be used at I-55 & Railroad or as directed by Project Engineer | 2,367 | SQYD | 36.00 | 85,212.00 | 90.00 | 213,030.00 | 40.00 | 94,680.00 |
| 0054 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 50 | SQYD | 120.00 | 6,000.00 | 90.00 | 4,500.00 | 45.00 | 2,250.00 |
| 0055 | 711-04-00100 | Geotextile Fabric | 50 | SQYD | 1.00 | 50.00 | 3.00 | 150.00 | 2.10 | 105.00 |
| 0056 | 711-04-00100 | Geotextile Fabric to be used at I-55 & Railroad or as directed by Project Engineer | 2,367 | SQYD | 0.60 | 1,420.20 | 3.00 | 7,101.00 | 2.10 | 4,970.70 |
| 0057 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 1,200 | SQYD | 43.00 | 51,600.00 | 58.00 | 69,600.00 | 46.00 | 55,200.00 |
| 0058 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 1,285,000.00 | 1,285,000.00 | 700,000.00 | 700,000.00 | 2,000,000.00 | 2,000,000.00 |
| 0059 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 79.664 | MILE | 1.00 | 79.66 | 150.00 | 11,949.60 | 400.00 | 31,865.60 |
| 0060 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 78 | MILE | 510.00 | 39,780.00 | 550.00 | 42,900.00 | 585.00 | 45,630.00 |
| 0061 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 164.8 | MILE | 560.00 | 92,288.00 | 600.00 | 98,880.00 | 650.00 | 107,120.00 |
| 0062 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 180 | EACH | 100.00 | 18,000.00 | 350.00 | 63,000.00 | 500.00 | 90,000.00 |
| 0063 | 716-01-00100 | Mulch (Vegetative) | 90 | TON | 410.00 | 36,900.00 | 410.00 | 36,900.00 | 470.00 | 42,300.00 |
| 0064 | 717-01-00100 | Seeding | 3,630 | LB | 7.10 | 25,773.00 | 7.10 | 25,773.00 | 8.25 | 29,947.50 |
| 0065 | 718-01-00100 | Fertilizer | 121,000 | LB | 0.40 | 48,400.00 | 0.38 | 45,980.00 | 0.40 | 48,400.00 |
| 0066 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 325,000 | SQYD | 0.75 | 243,750.00 | 1.00 | 325,000.00 | 1.00 | 325,000.00 |
| 0067 | 721-01-00100 | Mowing | 3,780 | ACRE | 1.00 | 3,780.00 | 44.00 | 166,320.00 | 55.00 | 207,900.00 |
| 0068 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 |
| 0069 | 726-01-00100 | Bedding Material | 24 | CUYD | 48.00 | 1,152.00 | 90.00 | 2,160.00 | 110.00 | 2,640.00 |
| 0070 | 727-01-00100 | Mobilization | 1 | LUMP | 3,000,000.00 | 3,000,000.00 | 1,204,000.00 | 1,204,000.00 | 5,000,000.00 | 5,000,000.00 |
| 0071 | 729-16-00200 | Object Marker Assembly (Type 2) | 82 | EACH | 42.00 | 3,444.00 | 80.00 | 6,560.00 | 50.00 | 4,100.00 |
| 0072 | 729-16-00300 | Object Marker Assembly (Type 3) | 96 | EACH | 61.00 | 5,856.00 | 100.00 | 9,600.00 | 70.00 | 6,720.00 |
| 0073 | 729-17-00100 | Milepost Assembly (Ground Mounted) for missing mile markers | 10 | EACH | 270.00 | 2,700.00 | 125.00 | 1,250.00 | 300.00 | 3,000.00 |
| 0074 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 75 | EACH | 11.00 | 825.00 | 10.00 | 750.00 | 11.00 | 825.00 |
| 0075 | 731-02-00100 | Reflectorized Raised Pavement Markers | 4,515 | EACH | 8.00 | 36,120.00 | 5.50 | 24,832.50 | 6.00 | 27,090.00 |
| 0076 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 8,000 | LNFT | 1.40 | 11,200.00 | 1.40 | 11,200.00 | 1.60 | 12,800.00 |
| 0077 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 49.832 | MILE | 2,600.00 | 129,563.20 | 2,500.00 | 124,580.00 | 2,800.00 | 139,529.60 |
| 0078 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 23.916 | MILE | 875.00 | 20,926.50 | 900.00 | 21,524.40 | 1,000.00 | 23,916.00 |
| 0079 | 732-05-00100 | Removal of Existing Markings | 23.616 | MILE | 3,600.00 | 85,017.60 | 3,800.00 | 89,740.80 | 4,500.00 | 106,272.00 |
| 0080 | 734-01-00100 | Rubblizing Portland Cement Concrete Pavement | 357,816 | SQYD | 3.00 | 1,073,448.00 | 2.85 | 1,019,775.60 | 5.25 | 1,878,534.00 |
| 0081 | 740-01-00100 | Construction Layout | 1 | LUMP | 155,000.00 | 155,000.00 | 110,000.00 | 110,000.00 | 500,000.00 | 500,000.00 |
| 0082 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 30,640 | LNFT | 0.01 | 306.40 | 1.20 | 36,768.00 | 1.30 | 39,832.00 |
| 0083 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 33,263 | LNFT | 0.01 | 332.63 | 1.30 | 43,241.90 | 1.50 | 49,894.50 |
| 0084 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 52,044 | LNFT | 0.01 | 520.44 | 0.90 | 46,839.60 | 1.00 | 52,044.00 |
| 0085 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 760 | TON | 70.00 | 53,200.00 | 112.00 | 85,120.00 | 190.00 | 144,400.00 |
| 0086 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 7,000 | INLF | 0.40 | 2,800.00 | 1.00 | 7,000.00 | 1.10 | 7,700.00 |
| 0087 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 10,000 | INLF | 1.60 | 16,000.00 | 1.15 | 11,500.00 | 1.25 | 12,500.00 |
| 0088 | NS-602-00001 | Milling Concrete Pavement | 4,050 | SQYD | 12.00 | 48,600.00 | 17.00 | 68,850.00 | 15.00 | 60,750.00 |
| 0089 | NS-700-00020 | Adjusting Guard Rail | 1,200 | LNFT | 14.00 | 16,800.00 | 14.00 | 16,800.00 | 9.00 | 10,800.00 |
| 0090 | NS-713-00001 | Dynamic Message Sign Unit | 9 | EACH | 15,000.00 | 135,000.00 | 11,000.00 | 99,000.00 | 20,000.00 | 180,000.00 |
| 0091 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 47.432 | MILE | 375.00 | 17,787.00 | 615.00 | 29,170.68 | 450.00 | 21,344.40 |
| 0092 | NS-800-00120 | Pier Protection System (Vehicle) Parish Road Underpass (Black Cat) & LA 1063 Underpass | 4 | EACH | 30,000.00 | 120,000.00 | 1,000.00 | 4,000.00 | 45,000.00 | 180,000.00 |
| 0093 | NS-800-00120 | Pier Protection System (Vehicle) | 4 | EACH | 30,000.00 | 120,000.00 | 1,000.00 | 4,000.00 | 45,000.00 | 180,000.00 |
| 0094 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 20 | TON | 250.00 | 5,000.00 | 94.00 | 1,880.00 | 260.00 | 5,200.00 |
| 0095 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 200 | SQYD | 150.00 | 30,000.00 | 175.00 | 35,000.00 | 425.00 | 85,000.00 |
| 0096 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 200 | SQYD | 160.00 | 32,000.00 | 175.00 | 35,000.00 | 425.00 | 85,000.00 |
| 0097 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 200 | SQYD | 160.00 | 32,000.00 | 175.00 | 35,000.00 | 425.00 | 85,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 31,440,107.65 | 32,423,315.72 | 50,931,537.10 | |||||||
| NUMBER OF DAYS BID AT $7500 PER DAY. | 2,400,000.00 | 4,500,000.00 | 5,250,000.00 | |||||||
| TOTAL BID | 33,840,107.65 | 36,923,315.72 | 56,181,537.10 | |||||||