Bid Tabulations
Letting of
06/29/2011
LA DOTD Headquarters
| Lead Project: 454-03-0075 | |
| Parish: Tangipahoa | |
| Routes: I-12 | |
| Description: JUNCTION US 51 - ST. TAMMANY PARISH LINE | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $9,820,996.87 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $10,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $10,527,883.60 | 130 | $11,827,883.60 |
| 2 | 06276 | Barriere Construction Co., LLC. | $12,405,067.58 | 110 | $13,505,067.58 |
| 3 | 02179 | Boh Bros. Construction Co., LLC. | $12,568,245.00 | 250 | $15,068,245.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Barriere Construction Co., LLC. |
- 3 - Boh Bros. Construction Co., LLC. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06140 | Removal of Curbs (Concrete) | 200 | LNFT | 13.00 | 2,600.00 | 4.00 | 800.00 | 30.00 | 6,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 12,231 | LNFT | 5.50 | 67,270.50 | 7.00 | 85,617.00 | 6.00 | 73,386.00 |
| 0003 | 202-02-38300 | Removal of Sign and U-Channel Post | 62 | EACH | 80.00 | 4,960.00 | 11.00 | 682.00 | 10.00 | 620.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,500 | CUYD | 36.00 | 54,000.00 | 10.00 | 15,000.00 | 28.00 | 42,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 100 | EACH | 12.00 | 1,200.00 | 12.00 | 1,200.00 | 10.00 | 1,000.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 70,000 | LNFT | 1.50 | 105,000.00 | 0.25 | 17,500.00 | 1.00 | 70,000.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,200 | CUYD | 41.00 | 49,200.00 | 0.01 | 12.00 | 50.00 | 60,000.00 |
| 0008 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 27,642.4 | TON | 103.00 | 2,847,167.20 | 120.00 | 3,317,088.00 | 145.00 | 4,008,148.00 |
| 0009 | 501-02-00001 | Tack Coat (quantity is for Thin Asphaltic Concrete layer only) | 82,927 | GAL | 4.25 | 352,439.75 | 4.00 | 331,708.00 | 4.00 | 331,708.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 61,661.5 | TON | 68.00 | 4,192,982.00 | 85.00 | 5,241,227.50 | 90.00 | 5,549,535.00 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 150 | TON | 200.00 | 30,000.00 | 170.00 | 25,500.00 | 150.00 | 22,500.00 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 516,206 | SQYD | 1.80 | 929,170.80 | 1.00 | 516,206.00 | 1.85 | 954,981.10 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -21,509 | CUYD | 0.10 | -2,150.90 | 10.00 | -215,090.00 | 16.00 | -344,144.00 |
| 0014 | 601-01-01300 | Portland Cement Concrete Pavement (14" Thick) | 926 | SQYD | 59.00 | 54,634.00 | 60.00 | 55,560.00 | 75.00 | 69,450.00 |
| 0015 | 602-08-00100 | Grinding Concrete Pavement | 400 | SQYD | 52.00 | 20,800.00 | 52.00 | 20,800.00 | 15.00 | 6,000.00 |
| 0016 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 1,032 | LNFT | 60.00 | 61,920.00 | 34.00 | 35,088.00 | 32.00 | 33,024.00 |
| 0017 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 500 | LNFT | 56.00 | 28,000.00 | 46.00 | 23,000.00 | 45.00 | 22,500.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 7,818.8 | LNFT | 18.00 | 140,738.40 | 20.00 | 156,376.00 | 20.00 | 156,376.00 |
| 0019 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 50 | LNFT | 160.00 | 8,000.00 | 83.00 | 4,150.00 | 82.00 | 4,100.00 |
| 0020 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 50 | LNFT | 170.00 | 8,500.00 | 89.00 | 4,450.00 | 90.00 | 4,500.00 |
| 0021 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 100.00 | 5,000.00 | 46.00 | 2,300.00 | 43.00 | 2,150.00 |
| 0022 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 1,000 | LNFT | 70.00 | 70,000.00 | 61.00 | 61,000.00 | 60.00 | 60,000.00 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 56 | EACH | 2,300.00 | 128,800.00 | 2,400.00 | 134,400.00 | 2,000.00 | 112,000.00 |
| 0024 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,710 | SQYD | 50.00 | 85,500.00 | 47.00 | 80,370.00 | 60.00 | 102,600.00 |
| 0025 | 707-01-00100 | Concrete Curb | 400 | LNFT | 16.00 | 6,400.00 | 16.00 | 6,400.00 | 30.00 | 12,000.00 |
| 0026 | 707-01-00300 | Concrete Curb (Mountable) | 200 | LNFT | 16.00 | 3,200.00 | 16.00 | 3,200.00 | 35.00 | 7,000.00 |
| 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 316,000.00 | 316,000.00 | 665,000.00 | 665,000.00 | 100,000.00 | 100,000.00 |
| 0028 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 20,700 | LNFT | 0.23 | 4,761.00 | 0.01 | 207.00 | 0.25 | 5,175.00 |
| 0029 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 3,000 | LNFT | 0.80 | 2,400.00 | 0.01 | 30.00 | 0.75 | 2,250.00 |
| 0030 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 88.08 | MILE | 160.00 | 14,092.80 | 1.00 | 88.08 | 10.00 | 880.80 |
| 0031 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 93.33 | MILE | 525.00 | 48,998.25 | 200.00 | 18,666.00 | 20.00 | 1,866.60 |
| 0032 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 187.5 | MILE | 600.00 | 112,500.00 | 200.00 | 37,500.00 | 30.00 | 5,625.00 |
| 0033 | 721-01-00100 | Mowing | 1,005 | ACRE | 56.00 | 56,280.00 | 10.00 | 10,050.00 | 40.00 | 40,200.00 |
| 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 290,000.00 | 290,000.00 | 1,200,000.00 | 1,200,000.00 | 650,000.00 | 650,000.00 |
| 0035 | 729-16-00200 | Object Marker Assembly (Type 2) | 40 | EACH | 72.00 | 2,880.00 | 85.00 | 3,400.00 | 60.00 | 2,400.00 |
| 0036 | 729-16-00300 | Object Marker Assembly (Type 3) | 56 | EACH | 84.00 | 4,704.00 | 85.00 | 4,760.00 | 80.00 | 4,480.00 |
| 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 8,000 | EACH | 5.50 | 44,000.00 | 10.00 | 80,000.00 | 5.50 | 44,000.00 |
| 0038 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 6,900 | LNFT | 1.50 | 10,350.00 | 1.40 | 9,660.00 | 1.40 | 9,660.00 |
| 0039 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 100 | LNFT | 5.00 | 500.00 | 5.00 | 500.00 | 4.60 | 460.00 |
| 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 62.5 | MILE | 2,700.00 | 168,750.00 | 2,550.00 | 159,375.00 | 2,500.00 | 156,250.00 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 31.11 | MILE | 900.00 | 27,999.00 | 900.00 | 27,999.00 | 850.00 | 26,443.50 |
| 0042 | 732-05-00100 | Removal of Existing Markings | 1.5 | MILE | 4,000.00 | 6,000.00 | 4,000.00 | 6,000.00 | 3,600.00 | 5,400.00 |
| 0043 | 739-01-00100 | Hydro-Seeding | 10 | ACRE | 1,300.00 | 13,000.00 | 900.00 | 9,000.00 | 1,000.00 | 10,000.00 |
| 0044 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 105,000.00 | 105,000.00 | 10,000.00 | 10,000.00 |
| 0045 | NS-500-00280 | Surface Preparation | 1 | LUMP | 35,000.00 | 35,000.00 | 78,000.00 | 78,000.00 | 15,000.00 | 15,000.00 |
| 0046 | NS-713-00001 | Dynamic Message Sign Unit | 6 | EACH | 8,000.00 | 48,000.00 | 7,500.00 | 45,000.00 | 10,000.00 | 60,000.00 |
| 0048 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 50.72 | MILE | 815.00 | 41,336.80 | 400.00 | 20,288.00 | 1,000.00 | 50,720.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 10,527,883.60 | 12,405,067.58 | 12,568,245.00 | |||||||
| NUMBER OF DAYS BID AT $10000 PER DAY. | 1,300,000.00 | 1,100,000.00 | 2,500,000.00 | |||||||
| TOTAL BID | 11,827,883.60 | 13,505,067.58 | 15,068,245.00 | |||||||