Bid Tabulations
Letting of
03/31/2010
LA DOTD Headquarters
| Lead Project: 713-05-0115 | |
| Parish: Avoyelles | |
| Routes: | |
| Description: MOREAUVILLE CITY BRIDGE OVER BAYOU DES GLAISES | |
| Type Const: GRADING, REMOVAL OF TIMBER BRIDGE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $565,012.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $399,535.70 |
| 2 | 09090 | Guinn Brothers, LLC. | $415,776.00 |
| 3 | 39580 | Gerace Construction Llc | $506,131.00 |
| 4 | 34567 | James Construction Group LLC | $511,437.10 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $556,766.50 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $560,535.50 |
| 7 | 18546 | C W & W Contractors, Inc. | $587,076.00 |
| 8 | 00481 | Coastal Bridge Co., L.L.C. | $636,369.00 |
| 9 | 00755 | L & A Contracting Co. | $952,013.20 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Guinn Brothers, LLC. |
- 3 - Gerace Construction Llc |
- 4 - James Construction Group 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 | 10,000.00 | 10,000.00 | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+00; 20.2'X67.5' TIMBER BRIDGE) | 1 | EACH | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 2 | EACH | 100.00 | 200.00 | 10.00 | 20.00 | 60.00 | 120.00 | 80.00 | 160.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 15.00 | 2,400.00 | 0.00 | 0.00 | 10.00 | 1,600.00 | 15.00 | 2,400.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 760 | LNFT | 2.00 | 1,520.00 | 3.00 | 2,280.00 | 2.50 | 1,900.00 | 3.00 | 2,280.00 |
| 0007 | 302-01-00700 | Class II Base Course (Stone) | 215.1 | CUYD | 97.00 | 20,864.70 | 100.00 | 21,510.00 | 110.00 | 23,661.00 | 100.00 | 21,510.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5 | CUYD | 200.00 | 1,000.00 | 150.00 | 750.00 | 125.00 | 625.00 | 250.00 | 1,250.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 198.5 | TON | 160.00 | 31,760.00 | 210.00 | 41,685.00 | 160.00 | 31,760.00 | 145.00 | 28,782.50 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 20.00 | 1,000.00 | 25.00 | 1,250.00 | 22.00 | 1,100.00 | 20.00 | 1,000.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 | 60.00 | 6,000.00 | 60.00 | 6,000.00 | 55.00 | 5,500.00 |
| 0012 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 | 2,200.00 | 8,800.00 | 2,000.00 | 8,000.00 |
| 0013 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 20.00 | 2,000.00 | 20.00 | 2,000.00 | 7.50 | 750.00 | 15.00 | 1,500.00 |
| 0014 | 712-02-00100 | Sacked Concrete Revetment | 339 | SQYD | 160.00 | 54,240.00 | 90.00 | 30,510.00 | 100.00 | 33,900.00 | 105.00 | 35,595.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 13,000.00 | 13,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.1 | TON | 2,000.00 | 200.00 | 5,000.00 | 500.00 | 2,200.00 | 220.00 | 560.00 | 56.00 |
| 0017 | 717-01-00100 | Seeding | 2 | LB | 50.00 | 100.00 | 50.00 | 100.00 | 50.00 | 100.00 | 9.30 | 18.60 |
| 0018 | 718-01-00100 | Fertilizer | 50 | LB | 8.00 | 400.00 | 2.00 | 100.00 | 7.50 | 375.00 | 0.50 | 25.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 23,000.00 | 23,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 100.00 | 400.00 | 85.00 | 340.00 | 80.00 | 320.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 13,000.00 | 13,000.00 | 15,000.00 | 15,000.00 |
| 0022 | 804-01-00200 | Precast Concrete Piles (14") | 1,134 | LNFT | 45.00 | 51,030.00 | 55.00 | 62,370.00 | 70.00 | 79,380.00 | 60.00 | 68,040.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 15,000.00 | 15,000.00 |
| 0024 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 25,000.00 | 125,000.00 | 30,000.00 | 150,000.00 | 37,500.00 | 187,500.00 | 35,000.00 | 175,000.00 |
| 0025 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) | 2 | EACH | 8,000.00 | 16,000.00 | 10,000.00 | 20,000.00 | 9,500.00 | 19,000.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 399,535.70 | 415,776.00 | 506,131.00 | 511,437.10 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - Gilchrist Construction Co. LLC |
- 7 - C W & W Contractors, Inc. |
- 8 - Coastal Bridge Co., L.L.C. |
||||
| 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 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+00; 20.2'X67.5' TIMBER BRIDGE) | 1 | EACH | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 11,000.00 | 11,000.00 | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 | 23,000.00 | 23,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 2 | EACH | 10.00 | 20.00 | 20.00 | 40.00 | 10.00 | 20.00 | 300.00 | 600.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 35.00 | 5,600.00 | 10.00 | 1,600.00 | 10.00 | 1,600.00 | 60.00 | 9,600.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 760 | LNFT | 2.50 | 1,900.00 | 4.00 | 3,040.00 | 3.00 | 2,280.00 | 3.00 | 2,280.00 |
| 0007 | 302-01-00700 | Class II Base Course (Stone) | 215.1 | CUYD | 95.00 | 20,434.50 | 115.00 | 24,736.50 | 100.00 | 21,510.00 | 90.00 | 19,359.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5 | CUYD | 100.00 | 500.00 | 200.00 | 1,000.00 | 100.00 | 500.00 | 160.00 | 800.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 198.5 | TON | 184.00 | 36,524.00 | 150.00 | 29,775.00 | 200.00 | 39,700.00 | 300.00 | 59,550.00 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 22.00 | 1,100.00 | 25.00 | 1,250.00 | 30.00 | 1,500.00 | 23.00 | 1,150.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 75.00 | 7,500.00 | 75.00 | 7,500.00 | 65.00 | 6,500.00 |
| 0012 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,800.00 | 11,200.00 | 3,000.00 | 12,000.00 | 2,300.00 | 9,200.00 |
| 0013 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 7.50 | 750.00 | 14.00 | 1,400.00 | 20.00 | 2,000.00 | 20.00 | 2,000.00 |
| 0014 | 712-02-00100 | Sacked Concrete Revetment | 339 | SQYD | 110.00 | 37,290.00 | 110.00 | 37,290.00 | 125.00 | 42,375.00 | 110.00 | 37,290.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.1 | TON | 1,000.00 | 100.00 | 2,200.00 | 220.00 | 5,000.00 | 500.00 | 300.00 | 30.00 |
| 0017 | 717-01-00100 | Seeding | 2 | LB | 15.00 | 30.00 | 65.00 | 130.00 | 100.00 | 200.00 | 100.00 | 200.00 |
| 0018 | 718-01-00100 | Fertilizer | 50 | LB | 1.00 | 50.00 | 10.00 | 500.00 | 5.00 | 250.00 | 12.00 | 600.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 60,000.00 | 60,000.00 | 85,000.00 | 85,000.00 | 60,000.00 | 60,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 90.00 | 360.00 | 112.00 | 448.00 | 100.00 | 400.00 | 100.00 | 400.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 |
| 0022 | 804-01-00200 | Precast Concrete Piles (14") | 1,134 | LNFT | 62.00 | 70,308.00 | 59.00 | 66,906.00 | 110.00 | 124,740.00 | 65.00 | 73,710.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 10,000.00 | 10,000.00 | 500.00 | 500.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 0024 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 48,000.00 | 240,000.00 | 35,000.00 | 175,000.00 | 25,000.00 | 125,000.00 | 39,000.00 | 195,000.00 |
| 0025 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) | 2 | EACH | 8,000.00 | 16,000.00 | 9,000.00 | 18,000.00 | 12,500.00 | 25,000.00 | 15,000.00 | 30,000.00 |
| CONTRACTOR TOTAL | 556,766.50 | 560,535.50 | 587,076.00 | 636,369.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - L & A Contracting Co. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 5,000.00 | 5,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+00; 20.2'X67.5' TIMBER BRIDGE) | 1 | EACH | 50,000.00 | 50,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 45,000.00 | 45,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 2 | EACH | 150.00 | 300.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 160 | LNFT | 30.00 | 4,800.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 760 | LNFT | 30.00 | 22,800.00 |
| 0007 | 302-01-00700 | Class II Base Course (Stone) | 215.1 | CUYD | 57.00 | 12,260.70 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5 | CUYD | 717.00 | 3,585.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 198.5 | TON | 210.00 | 41,685.00 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 25.00 | 1,250.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 |
| 0012 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 |
| 0013 | 705-01-00100 | Barbed Wire Fence | 100 | LNFT | 35.00 | 3,500.00 |
| 0014 | 712-02-00100 | Sacked Concrete Revetment | 339 | SQYD | 120.00 | 40,680.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.1 | TON | 875.00 | 87.50 |
| 0017 | 717-01-00100 | Seeding | 2 | LB | 625.00 | 1,250.00 |
| 0018 | 718-01-00100 | Fertilizer | 50 | LB | 187.50 | 9,375.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 36,000.00 | 36,000.00 |
| 0022 | 804-01-00200 | Precast Concrete Piles (14") | 1,134 | LNFT | 60.00 | 68,040.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 14,000.00 | 14,000.00 |
| 0024 | 805-10-02320 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 76,000.00 | 380,000.00 |
| 0025 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY 90 DEG CROSSING) | 2 | EACH | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 952,013.20 | |||||