Bid Tabulations
Letting of
01/09/2013
LA DOTD Headquarters
| Lead Project: H.006361.6 | |
| Parish: Washington | |
| Routes: | |
| Description: MONROE CREEK ROAD and SAM THOMAS ROAD BRIDGES | |
| Type Const: CLEARING AND GRUBBING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $925,199.70 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W Contractors, Inc. | $851,874.50 |
| 2 | 56288 | Guinn Services, LLC | $1,044,668.00 |
| 3 | 55519 | Key, LLC Of Mississippi | $1,122,940.50 |
| 4 | 40312 | Gray Construction Corp. | $1,137,575.75 |
| 5 | 00481 | Coastal Bridge Co., L.L.C. | $1,183,177.25 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - C W & W Contractors, Inc. |
- 2 - Guinn Services, LLC |
- 3 - Key, LLC Of Mississippi |
- 4 - Gray Construction Corp. |
||||
| 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 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 32,000.00 | 32,000.00 | 18,500.00 | 18,500.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,500.00 | 6,500.00 | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 115+30; 20.5'X58' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 215+25; 21'X39.5' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 6,500.00 | 6,500.00 |
| 0005 | 202-02-04000 | Removal of Bridge (STA 315+18; 20'X37' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 13,000.00 | 13,000.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 30,000.00 | 30,000.00 | 52,000.00 | 52,000.00 | 70,000.00 | 70,000.00 | 110,000.00 | 110,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 60 | EACH | 10.00 | 600.00 | 15.00 | 900.00 | 15.00 | 900.00 | 11.50 | 690.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 2,755 | LNFT | 2.00 | 5,510.00 | 2.50 | 6,887.50 | 4.00 | 11,020.00 | 2.00 | 5,510.00 |
| 0009 | 302-01-00100 | Class II Base Course | 345.5 | CUYD | 90.00 | 31,095.00 | 105.00 | 36,277.50 | 105.00 | 36,277.50 | 125.00 | 43,187.50 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 30 | CUYD | 65.00 | 1,950.00 | 110.00 | 3,300.00 | 110.00 | 3,300.00 | 85.00 | 2,550.00 |
| 0011 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 105.9 | CUYD | 65.00 | 6,883.50 | 110.00 | 11,649.00 | 110.00 | 11,649.00 | 120.00 | 12,708.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 267.2 | TON | 175.00 | 46,760.00 | 225.00 | 60,120.00 | 185.00 | 49,432.00 | 185.00 | 49,432.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 60.00 | 12,000.00 | 75.00 | 15,000.00 | 75.00 | 15,000.00 | 67.00 | 13,400.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 60.00 | 12,000.00 | 50.00 | 10,000.00 | 45.00 | 9,000.00 | 45.00 | 9,000.00 |
| 0015 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 368 | SQYD | 65.00 | 23,920.00 | 70.00 | 25,760.00 | 85.00 | 31,280.00 | 78.00 | 28,704.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 286 | SQYD | 65.00 | 18,590.00 | 80.00 | 22,880.00 | 85.00 | 24,310.00 | 78.00 | 22,308.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 903 | SQYD | 3.00 | 2,709.00 | 4.50 | 4,063.50 | 4.00 | 3,612.00 | 3.75 | 3,386.25 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,000.00 | 8,000.00 | 23,000.00 | 23,000.00 | 20,000.00 | 20,000.00 | 4,700.00 | 4,700.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 2,000.00 | 3,000.00 | 3,100.00 | 4,650.00 | 1,400.00 | 2,100.00 | 1,400.00 | 2,100.00 |
| 0020 | 717-01-00100 | Seeding | 22 | LB | 20.00 | 440.00 | 30.00 | 660.00 | 25.00 | 550.00 | 25.00 | 550.00 |
| 0021 | 718-01-00100 | Fertilizer | 760 | LB | 2.00 | 1,520.00 | 2.10 | 1,596.00 | 1.00 | 760.00 | 1.00 | 760.00 |
| 0022 | 726-01-00100 | Bedding Material | 111 | CUYD | 140.00 | 15,540.00 | 110.00 | 12,210.00 | 85.00 | 9,435.00 | 85.00 | 9,435.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 | 89,000.00 | 89,000.00 |
| 0024 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 85.00 | 340.00 | 110.00 | 440.00 | 65.00 | 260.00 | 55.00 | 220.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 75.00 | 1,200.00 | 110.00 | 1,760.00 | 75.00 | 1,200.00 | 75.00 | 1,200.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 18,500.00 | 18,500.00 | 50,000.00 | 50,000.00 | 6,000.00 | 6,000.00 |
| 0027 | 804-01-00200 | Precast Concrete Piles (14") | 1,740 | LNFT | 62.00 | 107,880.00 | 60.00 | 104,400.00 | 60.00 | 104,400.00 | 95.00 | 165,300.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1.00 | 2.00 | 5,000.00 | 10,000.00 | 100.00 | 200.00 |
| 0029 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 39.61 | CUYD | 1,300.00 | 51,493.00 | 1,300.00 | 51,493.00 | 1,100.00 | 43,571.00 | 1,300.00 | 51,493.00 |
| 0030 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 4 | SPAN | 25,000.00 | 100,000.00 | 32,000.00 | 128,000.00 | 34,000.00 | 136,000.00 | 29,400.00 | 117,600.00 |
| 0031 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 4 | SPAN | 25,000.00 | 100,000.00 | 33,000.00 | 132,000.00 | 34,000.00 | 136,000.00 | 44,500.00 | 178,000.00 |
| 0032 | 805-12-04060 | Reinforced Concrete Box Culverts (10' x 7') | 120 | LNFT | 950.00 | 114,000.00 | 950.00 | 114,000.00 | 1,250.00 | 150,000.00 | 905.00 | 108,600.00 |
| 0033 | 806-01-00100 | Deformed Reinforcing Steel (BOX CULVERT HEADWALLS) | 2,942 | LB | 1.00 | 2,942.00 | 2.25 | 6,619.50 | 2.00 | 5,884.00 | 1.00 | 2,942.00 |
| 0034 | NS-800-00040 | Concrete Approach Slabs (24'X 90 DEG CROSSING, CURVED, CIP) (W/O ASPHALT) | 2 | EACH | 6,250.00 | 12,500.00 | 10,000.00 | 20,000.00 | 15,000.00 | 30,000.00 | 9,400.00 | 18,800.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (24'X 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 6,250.00 | 12,500.00 | 10,000.00 | 20,000.00 | 15,000.00 | 30,000.00 | 9,400.00 | 18,800.00 |
| CONTRACTOR TOTAL | 851,874.50 | 1,044,668.00 | 1,122,940.50 | 1,137,575.75 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Coastal Bridge Co., L.L.C. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 60,000.00 | 60,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,000.00 | 25,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 115+30; 20.5'X58' TIMBER BRIDGE) | 1 | EACH | 25,000.00 | 25,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 215+25; 21'X39.5' TIMBER BRIDGE) | 1 | EACH | 20,000.00 | 20,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge (STA 315+18; 20'X37' TIMBER BRIDGE) | 1 | EACH | 20,000.00 | 20,000.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 100,000.00 | 100,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 60 | EACH | 18.00 | 1,080.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 2,755 | LNFT | 2.50 | 6,887.50 |
| 0009 | 302-01-00100 | Class II Base Course | 345.5 | CUYD | 120.00 | 41,460.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 30 | CUYD | 118.00 | 3,540.00 |
| 0011 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 105.9 | CUYD | 115.00 | 12,178.50 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 267.2 | TON | 220.00 | 58,784.00 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 72.00 | 14,400.00 |
| 0014 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 48.00 | 9,600.00 |
| 0015 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 368 | SQYD | 75.00 | 27,600.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 286 | SQYD | 78.00 | 22,308.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 903 | SQYD | 2.75 | 2,483.25 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 17,000.00 | 17,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,650.00 | 2,475.00 |
| 0020 | 717-01-00100 | Seeding | 22 | LB | 30.00 | 660.00 |
| 0021 | 718-01-00100 | Fertilizer | 760 | LB | 1.20 | 912.00 |
| 0022 | 726-01-00100 | Bedding Material | 111 | CUYD | 125.00 | 13,875.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 |
| 0024 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 60.00 | 240.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 90.00 | 1,440.00 |
| 0026 | 740-01-00100 | Construction Layout | 1 | LUMP | 45,000.00 | 45,000.00 |
| 0027 | 804-01-00200 | Precast Concrete Piles (14") | 1,740 | LNFT | 72.00 | 125,280.00 |
| 0028 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 250.00 | 500.00 |
| 0029 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 39.61 | CUYD | 1,200.00 | 47,532.00 |
| 0030 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 4 | SPAN | 29,250.00 | 117,000.00 |
| 0031 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 4 | SPAN | 32,000.00 | 128,000.00 |
| 0032 | 805-12-04060 | Reinforced Concrete Box Culverts (10' x 7') | 120 | LNFT | 750.00 | 90,000.00 |
| 0033 | 806-01-00100 | Deformed Reinforcing Steel (BOX CULVERT HEADWALLS) | 2,942 | LB | 1.00 | 2,942.00 |
| 0034 | NS-800-00040 | Concrete Approach Slabs (24'X 90 DEG CROSSING, CURVED, CIP) (W/O ASPHALT) | 2 | EACH | 10,000.00 | 20,000.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (24'X 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 1,183,177.25 | |||||