Bid Tabulations
Letting of
11/14/2012
LA DOTD Headquarters
| Lead Project: H.009536.6 | |
| Parish: Madison | |
| Routes: US 80 | |
| Description: US 80: Quebec to East Tallulah | |
| Type Const: SUPERPAVE ASPHALTIC CONCRETE, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING AND RELATED WORK. | |
| Estimated Construction Cost: $3,007,305.34 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,899,340.84 |
| 2 | 05789 | D & J Construction Co., Inc. | $2,922,384.91 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02020 | Removal of Asphalt Pavement | 604.8 | SQYD | 8.00 | 4,838.40 | 10.00 | 6,048.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 129 | SQYD | 15.00 | 1,935.00 | 15.00 | 1,935.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 894 | LNFT | 17.00 | 15,198.00 | 35.00 | 31,290.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 709 | CUYD | 50.00 | 35,450.00 | 30.00 | 21,270.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,375 | CUYD | 100.00 | 237,500.00 | 60.00 | 142,500.00 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,602 | SQYD | 13.00 | 20,826.00 | 15.00 | 24,030.00 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -52 | CUYD | 15.00 | -780.00 | 0.10 | -5.20 |
| 0008 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 700 | SQYD | 150.00 | 105,000.00 | 140.00 | 98,000.00 |
| 0009 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 720 | SQYD | 156.00 | 112,320.00 | 175.00 | 126,000.00 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 325 | LNFT | 22.00 | 7,150.00 | 24.00 | 7,800.00 |
| 0011 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 100 | LNFT | 62.00 | 6,200.00 | 72.00 | 7,200.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 66.00 | 13,200.00 | 76.00 | 15,200.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,300.00 | 18,400.00 | 2,500.00 | 20,000.00 |
| 0014 | 706-02-00200 | Concrete Drive (6" Thick) | 128.6 | SQYD | 65.00 | 8,359.00 | 70.00 | 9,002.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 73,000.00 | 73,000.00 |
| 0016 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.313 | MILE | 195.00 | 2,791.04 | 250.00 | 3,578.25 |
| 0017 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.664 | MILE | 205.00 | 956.12 | 250.00 | 1,166.00 |
| 0018 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 40.264 | MILE | 405.00 | 16,306.92 | 1.00 | 40.26 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 27.8 | TON | 700.00 | 19,460.00 | 450.00 | 12,510.00 |
| 0020 | 717-01-00100 | Seeding | 625 | LB | 11.00 | 6,875.00 | 8.00 | 5,000.00 |
| 0021 | 718-01-00100 | Fertilizer | 13,880 | LB | 0.80 | 11,104.00 | 0.50 | 6,940.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 157,000.00 | 157,000.00 | 125,000.00 | 125,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 90.00 | 720.00 | 100.00 | 800.00 |
| 0024 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,892 | EACH | 5.00 | 9,460.00 | 6.00 | 11,352.00 |
| 0025 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 20.132 | MILE | 2,300.00 | 46,303.60 | 3,000.00 | 60,396.00 |
| 0026 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.332 | MILE | 625.00 | 1,457.50 | 1,000.00 | 2,332.00 |
| 0027 | 735-01-00100 | Mailboxes | 28 | EACH | 1.00 | 28.00 | 5.00 | 140.00 |
| 0028 | 735-02-00100 | Mailbox Supports (Single) | 24 | EACH | 130.00 | 3,120.00 | 150.00 | 3,600.00 |
| 0029 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 185.00 | 370.00 | 200.00 | 400.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 |
| 0031 | DEV-502-0001 | Superpave Asphaltic Concrete | 17,864.7 | TON | 97.00 | 1,732,875.90 | 106.00 | 1,893,658.20 |
| 0032 | DEV-502-0002 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,234 | TON | 175.00 | 215,950.00 | 136.00 | 167,824.00 |
| 0033 | DEV-504-0001 | Asphalt Tack Coat | 15,002 | GAL | 3.50 | 52,507.00 | 2.00 | 30,004.00 |
| 0034 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 53,496 | INLF | 0.16 | 8,559.36 | 0.15 | 8,024.40 |
| 0035 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 450 | INLF | 2.00 | 900.00 | 3.00 | 1,350.00 |
| CONTRACTOR TOTAL | 2,899,340.84 | 2,922,384.91 | ||||||