Bid Tabulations
Letting of
05/30/2012
LA DOTD Headquarters
| Lead Project: 713-37-0137 | |
| Parish: Ouachita | |
| Routes: | |
| Description: HADLEY STREET BRIDGE OVER YOUNG'S BAYOU | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $856,450.75 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | Louisiana Bridge, Inc. | $742,869.80 |
| 2 | 23112 | Ben Allen, Inc. | $823,855.95 |
| 3 | 49864 | Terral Construction LLC | $935,004.14 |
| 4 | 00044 | Guinn Construction, LLC | $957,075.80 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $991,388.60 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $992,984.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Louisiana Bridge, Inc. |
- 2 - Ben Allen, Inc. |
- 3 - Terral Construction LLC |
- 4 - Guinn Construction, LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 13,200.00 | 13,200.00 | 10,000.00 | 10,000.00 | 44,000.00 | 44,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,103.2 | SQYD | 4.00 | 4,412.80 | 6.00 | 6,619.20 | 9.00 | 9,928.80 | 5.00 | 5,516.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 100+00;18.9' X 114.5' TIMBER BR) | 1 | EACH | 3,500.00 | 3,500.00 | 4,000.00 | 4,000.00 | 9,000.00 | 9,000.00 | 15,000.00 | 15,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 59,400.00 | 59,400.00 | 40,000.00 | 40,000.00 | 70,000.00 | 70,000.00 | 65,000.00 | 65,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 9.00 | 270.00 | 0.00 | 0.00 | 10.00 | 300.00 | 10.00 | 300.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 200 | LNFT | 7.50 | 1,500.00 | 0.00 | 0.00 | 10.00 | 2,000.00 | 0.00 | 0.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 37.00 | 148.00 | 0.00 | 0.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,944 | LNFT | 3.00 | 5,832.00 | 3.00 | 5,832.00 | 2.00 | 3,888.00 | 3.00 | 5,832.00 |
| 0010 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 654 | CUYD | 105.00 | 68,670.00 | 100.00 | 65,400.00 | 126.91 | 82,999.14 | 80.00 | 52,320.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 21 | CUYD | 105.00 | 2,205.00 | 100.00 | 2,100.00 | 100.00 | 2,100.00 | 100.00 | 2,100.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 679.3 | TON | 100.00 | 67,930.00 | 160.00 | 108,688.00 | 165.00 | 112,084.50 | 175.00 | 118,877.50 |
| 0013 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 681 | LNFT | 77.00 | 52,437.00 | 65.00 | 44,265.00 | 32.00 | 21,792.00 | 60.00 | 40,860.00 |
| 0014 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 290 | LNFT | 56.00 | 16,240.00 | 65.00 | 18,850.00 | 32.00 | 9,280.00 | 60.00 | 17,400.00 |
| 0015 | 702-03-00100 | Catch Basins (CB-01) | 5 | EACH | 3,000.00 | 15,000.00 | 2,800.00 | 14,000.00 | 1,500.00 | 7,500.00 | 3,000.00 | 15,000.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 21.50 | 806.25 | 31.00 | 1,162.50 | 40.00 | 1,500.00 | 25.00 | 937.50 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 61.00 | 4,575.00 | 66.00 | 4,950.00 | 70.00 | 5,250.00 | 60.00 | 4,500.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,270.00 | 9,080.00 | 2,500.00 | 10,000.00 | 1,200.00 | 4,800.00 | 2,250.00 | 9,000.00 |
| 0019 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 709 | SQYD | 50.00 | 35,450.00 | 72.00 | 51,048.00 | 80.00 | 56,720.00 | 70.00 | 49,630.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 709 | SQYD | 2.50 | 1,772.50 | 3.00 | 2,127.00 | 1.30 | 921.70 | 5.00 | 3,545.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 | 7,000.00 | 7,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 2 | TON | 400.00 | 800.00 | 750.00 | 1,500.00 | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 |
| 0023 | 717-01-00100 | Seeding | 45 | LB | 5.00 | 225.00 | 10.00 | 450.00 | 10.00 | 450.00 | 20.00 | 900.00 |
| 0024 | 718-01-00100 | Fertilizer | 990 | LB | 6.50 | 6,435.00 | 1.00 | 990.00 | 2.00 | 1,980.00 | 1.00 | 990.00 |
| 0025 | 726-01-00100 | Bedding Material | 8.6 | CUYD | 90.00 | 774.00 | 100.00 | 860.00 | 60.00 | 516.00 | 200.00 | 1,720.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 18,000.00 | 18,000.00 | 45,000.00 | 45,000.00 | 35,000.00 | 35,000.00 | 72,000.00 | 72,000.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 85.00 | 340.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 48 | EACH | 11.50 | 552.00 | 15.00 | 720.00 | 20.00 | 960.00 | 15.00 | 720.00 |
| 0029 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 3,817 | LNFT | 0.25 | 954.25 | 0.25 | 954.25 | 2.00 | 7,634.00 | 0.40 | 1,526.80 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,500.00 | 8,500.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 8,000.00 | 8,000.00 |
| 0031 | 804-01-00400 | Precast Concrete Piles (18") | 1,760 | LNFT | 65.00 | 114,400.00 | 75.00 | 132,000.00 | 85.00 | 149,600.00 | 85.00 | 149,600.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 0.00 | 0.00 | 5,000.00 | 5,000.00 | 1.00 | 1.00 |
| 0033 | 805-10-02100 | Bridge Superstructure and Substructure (28' Clear Roadway; 60 Degree Crossing) | 7 | SPAN | 29,500.00 | 206,500.00 | 30,000.00 | 210,000.00 | 33,000.00 | 231,000.00 | 35,000.00 | 245,000.00 |
| 0034 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 60 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 9,000.00 | 18,000.00 | 9,500.00 | 19,000.00 | 16,000.00 | 32,000.00 | 15,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 742,869.80 | 823,855.95 | 935,004.14 | 957,075.80 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - Gilchrist Construction Co. LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,500.00 | 2,500.00 | 1,500.00 | 1,500.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,103.2 | SQYD | 1.50 | 1,654.80 | 12.00 | 13,238.40 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 100+00;18.9' X 114.5' TIMBER BR) | 1 | EACH | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,000.00 | 60,000.00 | 95,000.00 | 95,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 30 | EACH | 10.00 | 300.00 | 20.00 | 600.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 200 | LNFT | 20.00 | 4,000.00 | 10.00 | 2,000.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 150.00 | 600.00 | 175.00 | 700.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 1,944 | LNFT | 2.50 | 4,860.00 | 1.50 | 2,916.00 |
| 0010 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 654 | CUYD | 75.00 | 49,050.00 | 85.00 | 55,590.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 21 | CUYD | 85.00 | 1,785.00 | 95.00 | 1,995.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 679.3 | TON | 150.00 | 101,895.00 | 115.00 | 78,119.50 |
| 0013 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 681 | LNFT | 70.00 | 47,670.00 | 60.00 | 40,860.00 |
| 0014 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 290 | LNFT | 75.00 | 21,750.00 | 60.00 | 17,400.00 |
| 0015 | 702-03-00100 | Catch Basins (CB-01) | 5 | EACH | 2,250.00 | 11,250.00 | 2,400.00 | 12,000.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 20.00 | 750.00 | 22.00 | 825.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 58.00 | 4,350.00 | 60.00 | 4,500.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 |
| 0019 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 709 | SQYD | 52.00 | 36,868.00 | 60.00 | 42,540.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 709 | SQYD | 5.00 | 3,545.00 | 1.00 | 709.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 2 | TON | 500.00 | 1,000.00 | 685.00 | 1,370.00 |
| 0023 | 717-01-00100 | Seeding | 45 | LB | 8.00 | 360.00 | 10.00 | 450.00 |
| 0024 | 718-01-00100 | Fertilizer | 990 | LB | 0.40 | 396.00 | 0.50 | 495.00 |
| 0025 | 726-01-00100 | Bedding Material | 8.6 | CUYD | 130.00 | 1,118.00 | 100.00 | 860.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 90,000.00 | 90,000.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 85.00 | 340.00 |
| 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 48 | EACH | 10.00 | 480.00 | 6.00 | 288.00 |
| 0029 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 3,817 | LNFT | 0.40 | 1,526.80 | 1.70 | 6,488.90 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,500.00 | 12,500.00 | 12,000.00 | 12,000.00 |
| 0031 | 804-01-00400 | Precast Concrete Piles (18") | 1,760 | LNFT | 88.00 | 154,880.00 | 65.00 | 114,400.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,500.00 | 1,500.00 | 7,000.00 | 7,000.00 |
| 0033 | 805-10-02100 | Bridge Superstructure and Substructure (28' Clear Roadway; 60 Degree Crossing) | 7 | SPAN | 39,500.00 | 276,500.00 | 35,000.00 | 245,000.00 |
| 0034 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 60 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 5,000.00 | 10,000.00 | 15,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 991,388.60 | 992,984.80 | ||||||