Bid Tabulations
Letting of
06/29/2011
LA DOTD Headquarters
| Lead Project: 713-35-0116 | |
| Parish: Natchitoches | |
| Routes: | |
| Description: BAYOU DERBONNE TRIBUTARY BRIDGE | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $1,160,035.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W Contractors, Inc. | $874,425.50 |
| 2 | 08815 | W. E. Mcdonald & Son, LLC. | $939,985.10 |
| 3 | 09090 | Guinn Brothers, LLC. | $973,831.00 |
| 4 | 49239 | W L Bass Construction Inc. | $994,189.50 |
| 5 | 48925 | David V. Temple | $1,031,040.96 |
| 6 | 39580 | Gerace Construction Llc | $1,041,518.10 |
| 7 | 01012 | Cecil D. Gassiott, LLC | $1,044,212.40 |
| 8 | 39462 | Jb James Construction Llc | $1,189,933.60 |
| 9 | 12312 | Gilchrist Construction Co. LLC | $1,218,772.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - C W & W Contractors, Inc. |
- 2 - W. E. Mcdonald & Son, LLC. |
- 3 - Guinn Brothers, LLC. |
- 4 - W L Bass Construction Inc. |
||||
| 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 | 23,000.00 | 23,000.00 | 52,500.00 | 52,500.00 | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00 18.9' X 57' TIMBER BRIDGE)(WITH WING WALLS) | 1 | EACH | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 3,500.00 | 3,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 100+00 18.4' X 95' TIMBER BRIDGE)(WITH GUARD RAILS) | 1 | EACH | 7,000.00 | 7,000.00 | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 |
| 0004 | 202-03-00010 | Relocation of Mailbox | 2 | EACH | 150.00 | 300.00 | 225.00 | 450.00 | 100.00 | 200.00 | 125.00 | 250.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 32,000.00 | 32,000.00 | 48,000.00 | 48,000.00 | 45,000.00 | 45,000.00 | 41,000.00 | 41,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 22 | EACH | 10.00 | 220.00 | 5.00 | 110.00 | 10.00 | 220.00 | 0.00 | 0.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 350 | LNFT | 10.00 | 3,500.00 | 1.00 | 350.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 120.00 | 960.00 | 200.00 | 1,600.00 | 100.00 | 800.00 | 0.00 | 0.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 600 | LNFT | 3.00 | 1,800.00 | 2.00 | 1,200.00 | 2.00 | 1,200.00 | 0.00 | 0.00 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 338.7 | CUYD | 110.00 | 37,257.00 | 98.00 | 33,192.60 | 80.00 | 27,096.00 | 115.00 | 38,950.50 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 23 | CUYD | 50.00 | 1,150.00 | 85.00 | 1,955.00 | 100.00 | 2,300.00 | 100.00 | 2,300.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 40.00 | 800.00 | 1.00 | 20.00 | 50.00 | 1,000.00 | 0.00 | 0.00 |
| 0013 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 42 | CUYD | 45.00 | 1,890.00 | 65.00 | 2,730.00 | 100.00 | 4,200.00 | 75.00 | 3,150.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 286.2 | TON | 160.00 | 45,792.00 | 200.00 | 57,240.00 | 170.00 | 48,654.00 | 125.00 | 35,775.00 |
| 0015 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 90 | LNFT | 35.00 | 3,150.00 | 29.00 | 2,610.00 | 50.00 | 4,500.00 | 75.00 | 6,750.00 |
| 0016 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 144 | LNFT | 50.00 | 7,200.00 | 38.00 | 5,472.00 | 70.00 | 10,080.00 | 70.00 | 10,080.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 175 | LNFT | 50.00 | 8,750.00 | 55.00 | 9,625.00 | 60.00 | 10,500.00 | 65.00 | 11,375.00 |
| 0018 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 175 | LNFT | 36.00 | 6,300.00 | 31.00 | 5,425.00 | 35.00 | 6,125.00 | 45.00 | 7,875.00 |
| 0019 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,930 | SQYD | 45.00 | 86,850.00 | 50.00 | 96,500.00 | 65.00 | 125,450.00 | 45.00 | 86,850.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 1,930 | SQYD | 3.00 | 5,790.00 | 3.00 | 5,790.00 | 5.00 | 9,650.00 | 1.00 | 1,930.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 7,800.00 | 7,800.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 1,500.00 | 1,500.00 | 650.00 | 650.00 | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 |
| 0023 | 717-01-00100 | Seeding | 23 | LB | 15.00 | 345.00 | 8.00 | 184.00 | 15.00 | 345.00 | 20.00 | 460.00 |
| 0024 | 718-01-00100 | Fertilizer | 509 | LB | 0.50 | 254.50 | 0.50 | 254.50 | 1.00 | 509.00 | 1.00 | 509.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 15 | EACH | 85.00 | 1,275.00 | 75.00 | 1,125.00 | 100.00 | 1,500.00 | 75.00 | 1,125.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 8,500.00 | 8,500.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 |
| 0028 | 804-01-00200 | Precast Concrete Piles (14") | 2,730 | LNFT | 58.00 | 158,340.00 | 50.00 | 136,500.00 | 50.00 | 136,500.00 | 87.00 | 237,510.00 |
| 0029 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 1.00 | 2.00 | 0.00 | 0.00 |
| 0030 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 7 | SPAN | 20,400.00 | 142,800.00 | 25,000.00 | 175,000.00 | 30,000.00 | 210,000.00 | 28,500.00 | 199,500.00 |
| 0031 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 6 | SPAN | 20,400.00 | 122,400.00 | 25,000.00 | 150,000.00 | 30,000.00 | 180,000.00 | 28,500.00 | 171,000.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 3 | EACH | 6,700.00 | 20,100.00 | 10,000.00 | 30,000.00 | 9,500.00 | 28,500.00 | 6,500.00 | 19,500.00 |
| 0033 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (TAPERED BARRIER RAIL, W/O ASPHALT) | 1 | EACH | 6,700.00 | 6,700.00 | 10,000.00 | 10,000.00 | 10,500.00 | 10,500.00 | 6,500.00 | 6,500.00 |
| CONTRACTOR TOTAL | 874,425.50 | 939,985.10 | 973,831.00 | 994,189.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - David V. Temple |
- 6 - Gerace Construction Llc |
- 7 - Cecil D. Gassiott, LLC |
- 8 - Jb James 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 | 9,999.60 | 9,999.60 | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 | 150,000.00 | 150,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00 18.9' X 57' TIMBER BRIDGE)(WITH WING WALLS) | 1 | EACH | 6,551.72 | 6,551.72 | 7,500.00 | 7,500.00 | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 100+00 18.4' X 95' TIMBER BRIDGE)(WITH GUARD RAILS) | 1 | EACH | 10,919.54 | 10,919.54 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0004 | 202-03-00010 | Relocation of Mailbox | 2 | EACH | 200.00 | 400.00 | 100.00 | 200.00 | 50.00 | 100.00 | 250.00 | 500.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 39,354.00 | 39,354.00 | 45,000.00 | 45,000.00 | 30,000.00 | 30,000.00 | 65,000.00 | 65,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 22 | EACH | 12.00 | 264.00 | 15.00 | 330.00 | 10.00 | 220.00 | 12.00 | 264.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 350 | LNFT | 12.00 | 4,200.00 | 10.00 | 3,500.00 | 20.00 | 7,000.00 | 10.00 | 3,500.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 150.00 | 1,200.00 | 150.00 | 1,200.00 | 200.00 | 1,600.00 | 150.00 | 1,200.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 600 | LNFT | 2.00 | 1,200.00 | 2.00 | 1,200.00 | 2.25 | 1,350.00 | 2.00 | 1,200.00 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 338.7 | CUYD | 63.00 | 21,338.10 | 110.00 | 37,257.00 | 100.00 | 33,870.00 | 87.00 | 29,466.90 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 23 | CUYD | 43.48 | 1,000.04 | 125.00 | 2,875.00 | 65.00 | 1,495.00 | 100.00 | 2,300.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 50.00 | 1,000.00 | 75.00 | 1,500.00 | 85.00 | 1,700.00 | 150.00 | 3,000.00 |
| 0013 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 42 | CUYD | 47.62 | 2,000.04 | 100.00 | 4,200.00 | 65.00 | 2,730.00 | 50.00 | 2,100.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 286.2 | TON | 191.00 | 54,664.20 | 210.00 | 60,102.00 | 200.00 | 57,240.00 | 191.00 | 54,664.20 |
| 0015 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 90 | LNFT | 41.70 | 3,753.00 | 45.00 | 4,050.00 | 105.00 | 9,450.00 | 52.00 | 4,680.00 |
| 0016 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 144 | LNFT | 74.38 | 10,710.72 | 55.00 | 7,920.00 | 120.00 | 17,280.00 | 70.00 | 10,080.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 175 | LNFT | 65.00 | 11,375.00 | 60.00 | 10,500.00 | 59.00 | 10,325.00 | 55.00 | 9,625.00 |
| 0018 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 175 | LNFT | 45.00 | 7,875.00 | 35.00 | 6,125.00 | 33.00 | 5,775.00 | 31.00 | 5,425.00 |
| 0019 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,930 | SQYD | 51.00 | 98,430.00 | 50.00 | 96,500.00 | 50.00 | 96,500.00 | 44.00 | 84,920.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 1,930 | SQYD | 2.75 | 5,307.50 | 2.00 | 3,860.00 | 3.00 | 5,790.00 | 2.50 | 4,825.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 12,500.00 | 12,500.00 | 20,000.00 | 20,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 1,800.00 | 1,800.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1,800.00 | 1,800.00 |
| 0023 | 717-01-00100 | Seeding | 23 | LB | 15.00 | 345.00 | 17.00 | 391.00 | 16.00 | 368.00 | 15.00 | 345.00 |
| 0024 | 718-01-00100 | Fertilizer | 509 | LB | 1.50 | 763.50 | 0.90 | 458.10 | 1.60 | 814.40 | 1.50 | 763.50 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 | 120,000.00 | 120,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 15 | EACH | 75.00 | 1,125.00 | 80.00 | 1,200.00 | 77.00 | 1,155.00 | 75.00 | 1,125.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 | 25,000.00 | 25,000.00 |
| 0028 | 804-01-00200 | Precast Concrete Piles (14") | 2,730 | LNFT | 65.00 | 177,450.00 | 55.00 | 150,150.00 | 65.00 | 177,450.00 | 55.00 | 150,150.00 |
| 0029 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 2,500.00 | 5,000.00 | 500.00 | 1,000.00 |
| 0030 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 7 | SPAN | 31,955.00 | 223,685.00 | 25,000.00 | 175,000.00 | 22,000.00 | 154,000.00 | 24,000.00 | 168,000.00 |
| 0031 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 6 | SPAN | 31,955.00 | 191,730.00 | 40,000.00 | 240,000.00 | 38,500.00 | 231,000.00 | 34,000.00 | 204,000.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 3 | EACH | 8,900.00 | 26,700.00 | 10,000.00 | 30,000.00 | 8,500.00 | 25,500.00 | 7,500.00 | 22,500.00 |
| 0033 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (TAPERED BARRIER RAIL, W/O ASPHALT) | 1 | EACH | 8,900.00 | 8,900.00 | 11,000.00 | 11,000.00 | 9,500.00 | 9,500.00 | 7,500.00 | 7,500.00 |
| CONTRACTOR TOTAL | 1,031,040.96 | 1,041,518.10 | 1,044,212.40 | 1,189,933.60 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Gilchrist Construction Co. LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00 18.9' X 57' TIMBER BRIDGE)(WITH WING WALLS) | 1 | EACH | 8,000.00 | 8,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 100+00 18.4' X 95' TIMBER BRIDGE)(WITH GUARD RAILS) | 1 | EACH | 15,000.00 | 15,000.00 |
| 0004 | 202-03-00010 | Relocation of Mailbox | 2 | EACH | 135.00 | 270.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 90,000.00 | 90,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 22 | EACH | 45.00 | 990.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 350 | LNFT | 7.00 | 2,450.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 200.00 | 1,600.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 600 | LNFT | 1.90 | 1,140.00 |
| 0010 | 302-01-00700 | Class II Base Course (Stone) | 338.7 | CUYD | 125.00 | 42,337.50 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 23 | CUYD | 200.00 | 4,600.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 125.00 | 2,500.00 |
| 0013 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 42 | CUYD | 100.00 | 4,200.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 286.2 | TON | 200.00 | 57,240.00 |
| 0015 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 90 | LNFT | 55.00 | 4,950.00 |
| 0016 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 144 | LNFT | 64.00 | 9,216.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 175 | LNFT | 60.00 | 10,500.00 |
| 0018 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 175 | LNFT | 60.00 | 10,500.00 |
| 0019 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,930 | SQYD | 50.00 | 96,500.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 1,930 | SQYD | 2.80 | 5,404.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 1,125.00 | 1,125.00 |
| 0023 | 717-01-00100 | Seeding | 23 | LB | 27.00 | 621.00 |
| 0024 | 718-01-00100 | Fertilizer | 509 | LB | 1.00 | 509.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | LUMP | 115,000.00 | 115,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 15 | EACH | 80.00 | 1,200.00 |
| 0027 | 740-01-00100 | Construction Layout | 1 | LUMP | 16,000.00 | 16,000.00 |
| 0028 | 804-01-00200 | Precast Concrete Piles (14") | 2,730 | LNFT | 64.00 | 174,720.00 |
| 0029 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 3,500.00 | 7,000.00 |
| 0030 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 7 | SPAN | 30,000.00 | 210,000.00 |
| 0031 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 6 | SPAN | 40,000.00 | 240,000.00 |
| 0032 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 3 | EACH | 10,000.00 | 30,000.00 |
| 0033 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (TAPERED BARRIER RAIL, W/O ASPHALT) | 1 | EACH | 10,200.00 | 10,200.00 |
| CONTRACTOR TOTAL | 1,218,772.50 | |||||