Bid Tabulations
Letting of
09/25/2013
LA DOTD Headquarters
| Lead Project: H.010333.6 | |
| Parish: Jackson | |
| Routes: LA 148 | |
| Description: LA 148: LA 146 - US 167 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, AND RELATED WORK | |
| Estimated Construction Cost: $2,612,705.26 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,145,209.30 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $2,382,763.50 |
| 3 | 05789 | D & J Construction Co., Inc. | $2,405,154.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) APPROX. 10.013 ACRES - Tree Trimming Only | 1 | LUMP | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 32,000.00 | 32,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 112 | SQYD | 20.00 | 2,240.00 | 9.50 | 1,064.00 | 16.00 | 1,792.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 617 | LNFT | 11.00 | 6,787.00 | 20.00 | 12,340.00 | 25.00 | 15,425.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,555 | CUYD | 30.00 | 76,650.00 | 30.00 | 76,650.00 | 25.00 | 63,875.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 56 | CUYD | 100.00 | 5,600.00 | 70.00 | 3,920.00 | 70.00 | 3,920.00 |
| 0006 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 5.00 | 100.00 | 72.00 | 1,440.00 | 50.00 | 1,000.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 12,124.4 | TON | 83.00 | 1,006,325.20 | 96.00 | 1,163,942.40 | 96.00 | 1,163,942.40 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 932.3 | TON | 150.00 | 139,845.00 | 180.00 | 167,814.00 | 130.00 | 121,199.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 3,996 | SQYD | 3.40 | 13,586.40 | 12.00 | 47,952.00 | 6.00 | 23,976.00 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -108 | CUYD | 1.00 | -108.00 | 0.10 | -10.80 | 0.00 | 0.00 |
| 0011 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 7,500 | SQYD | 83.00 | 622,500.00 | 70.00 | 525,000.00 | 95.00 | 712,500.00 |
| 0012 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 300 | LNFT | 40.00 | 12,000.00 | 40.00 | 12,000.00 | 40.00 | 12,000.00 |
| 0013 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 466 | LNFT | 47.00 | 21,902.00 | 50.00 | 23,300.00 | 48.00 | 22,368.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 150 | LNFT | 21.00 | 3,150.00 | 21.00 | 3,150.00 | 21.00 | 3,150.00 |
| 0015 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,100.00 | 25,200.00 | 2,125.00 | 25,500.00 | 2,100.00 | 25,200.00 |
| 0016 | 706-02-00200 | Concrete Drive (6" Thick) | 112 | SQYD | 70.00 | 7,840.00 | 88.00 | 9,856.00 | 70.00 | 7,840.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 11,000.00 | 11,000.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.144 | MILE | 150.00 | 1,071.60 | 225.00 | 1,607.40 | 225.00 | 1,607.40 |
| 0019 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 14.296 | MILE | 250.00 | 3,574.00 | 275.00 | 3,931.40 | 350.00 | 5,003.60 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 27.7 | TON | 625.00 | 17,312.50 | 650.00 | 18,005.00 | 600.00 | 16,620.00 |
| 0021 | 717-01-00100 | Seeding | 623 | LB | 11.00 | 6,853.00 | 13.00 | 8,099.00 | 9.50 | 5,918.50 |
| 0022 | 718-01-00100 | Fertilizer | 13,850 | LB | 0.60 | 8,310.00 | 0.50 | 6,925.00 | 0.50 | 6,925.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 163,000.00 | 163,000.00 | 70,000.00 | 70,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 75.00 | 900.00 | 80.00 | 960.00 | 80.00 | 960.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,889 | EACH | 4.50 | 8,500.50 | 4.50 | 8,500.50 | 5.00 | 9,445.00 |
| 0026 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 14.296 | MILE | 2,100.00 | 30,021.60 | 2,100.00 | 30,021.60 | 2,500.00 | 35,740.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0028 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 699 | INLF | 1.50 | 1,048.50 | 4.00 | 2,796.00 | 2.50 | 1,747.50 |
| CONTRACTOR TOTAL | 2,145,209.30 | 2,382,763.50 | 2,405,154.40 | |||||||