Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: 713-46-0104 | |
| Parish: St. Helena | |
| Routes: | |
| Description: JOSEPH BRANCH, BEAVER CREEK BRANCH, and CHANEY CREEK BRIDGES | |
| Type Const: CLEARING AND GRUBBING, GRADING, BRIDGE REMOVAL, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGES, AND RELATED WORK | |
| Estimated Construction Cost: $1,205,225.40 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 18546 | C W & W Contractors, Inc. | $1,162,126.06 |
| 2 | 51413 | Iverstine & Campbell LLC | $1,180,779.00 |
| 3 | 39462 | Jb James Construction Llc | $1,228,510.00 |
| 4 | 34567 | James Construction Group LLC | $1,301,388.10 |
| 5 | 09090 | Guinn Brothers, LLC. | $1,416,082.80 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $1,445,067.65 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - C W & W Contractors, Inc. |
- 2 - Iverstine & Campbell LLC |
- 3 - Jb James 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 | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | 60,000.00 | 60,000.00 | 62,000.00 | 62,000.00 |
| 0002 | 202-02-00020 | Removal of BULKHEAD | 1 | sq m | 1,300.00 | 1,300.00 | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 1+152.40,.11.55M X 8.5M CONCRETE, STEEL BRIDGE WITH TIMBER PILES) | 2 | each | 5,700.00 | 11,400.00 | 6,500.00 | 13,000.00 | 10,000.00 | 20,000.00 | 30,000.00 | 60,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 1+152.60,.23.60M X 6.00M TIMBER BR) | 1 | each | 11,600.00 | 11,600.00 | 5,500.00 | 5,500.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | lump | 130,000.00 | 130,000.00 | 115,000.00 | 115,000.00 | 144,000.00 | 144,000.00 | 170,000.00 | 170,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 3 | each | 200.00 | 600.00 | 30.00 | 90.00 | 20.00 | 60.00 | 24.00 | 72.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 60 | ln m | 33.00 | 1,980.00 | 40.00 | 2,400.00 | 50.00 | 3,000.00 | 60.00 | 3,600.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | each | 150.00 | 1,800.00 | 83.50 | 1,002.00 | 120.00 | 1,440.00 | 140.00 | 1,680.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 180 | ln m | 7.00 | 1,260.00 | 9.00 | 1,620.00 | 10.00 | 1,800.00 | 13.50 | 2,430.00 |
| 0010 | 302-01-00100 | Class II Base Course | 636.6 | cu m | 110.00 | 70,026.00 | 105.00 | 66,843.00 | 140.00 | 89,124.00 | 120.00 | 76,392.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 97 | cu m | 110.00 | 10,670.00 | 85.00 | 8,245.00 | 130.00 | 12,610.00 | 100.00 | 9,700.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 599.1 | Mg | 175.00 | 104,842.50 | 196.00 | 117,423.60 | 190.00 | 113,829.00 | 194.52 | 116,536.93 |
| 0013 | 701-05-01060 | Side Drain Pipe (600 mm RCP/PP/CMP) | 60 | ln m | 245.00 | 14,700.00 | 199.00 | 11,940.00 | 200.00 | 12,000.00 | 240.00 | 14,400.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 60.96 | ln m | 213.00 | 12,984.48 | 217.00 | 13,228.32 | 200.00 | 12,192.00 | 173.88 | 10,599.72 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 30.48 | ln m | 180.00 | 5,486.40 | 161.00 | 4,907.28 | 100.00 | 3,048.00 | 98.43 | 3,000.15 |
| 0016 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | each | 2,100.00 | 8,400.00 | 2,400.00 | 9,600.00 | 2,400.00 | 9,600.00 | 2,400.00 | 9,600.00 |
| 0017 | 705-01-00100 | Barbed Wire Fence | 207 | ln m | 33.00 | 6,831.00 | 45.50 | 9,418.50 | 25.00 | 5,175.00 | 16.40 | 3,394.80 |
| 0018 | 711-01-03000 | Riprap (15 kg, 350 mm Thick) | 870 | sq m | 72.00 | 62,640.00 | 74.00 | 64,380.00 | 62.00 | 53,940.00 | 57.00 | 49,590.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 870 | sq m | 1.00 | 870.00 | 2.00 | 1,740.00 | 3.00 | 2,610.00 | 8.50 | 7,395.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 20,000.00 | 20,000.00 | 24,000.00 | 24,000.00 | 20,000.00 | 20,000.00 | 22,000.00 | 22,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 2.13 | Mg | 756.00 | 1,610.28 | 1,000.00 | 2,130.00 | 900.00 | 1,917.00 | 850.00 | 1,810.50 |
| 0022 | 717-01-00100 | Seeding | 22 | kg | 17.00 | 374.00 | 45.50 | 1,001.00 | 40.00 | 880.00 | 38.00 | 836.00 |
| 0023 | 718-01-00100 | Fertilizer | 530 | kg | 1.00 | 530.00 | 3.00 | 1,590.00 | 2.50 | 1,325.00 | 2.50 | 1,325.00 |
| 0024 | 726-01-00100 | Bedding Material | 67.2 | cu m | 130.00 | 8,736.00 | 102.00 | 6,854.40 | 70.00 | 4,704.00 | 75.00 | 5,040.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | lump | 140,000.00 | 140,000.00 | 66,000.00 | 66,000.00 | 120,000.00 | 120,000.00 | 100,000.00 | 100,000.00 |
| 0026 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | each | 85.00 | 340.00 | 66.00 | 264.00 | 80.00 | 320.00 | 75.00 | 300.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | each | 85.00 | 1,020.00 | 96.00 | 1,152.00 | 80.00 | 960.00 | 75.00 | 900.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | lump | 25,000.00 | 25,000.00 | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 0029 | 804-01-00200 | Precast Concrete Piles (350 mm) | 607.5 | ln m | 180.00 | 109,350.00 | 249.00 | 151,267.50 | 200.00 | 121,500.00 | 180.00 | 109,350.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 2 | each | 1.00 | 2.00 | 1,200.00 | 2,400.00 | 100.00 | 200.00 | 3,500.00 | 7,000.00 |
| 0031 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 32.54 | cu m | 1,570.00 | 51,087.80 | 1,310.00 | 42,627.40 | 1,400.00 | 45,556.00 | 1,000.00 | 32,540.00 |
| 0032 | 805-10-01300 | Bridge Superstructure and Substructure (7.3 m Clear Roadway; 90 Degree Crossing) | 4 | span | 21,000.00 | 84,000.00 | 32,838.00 | 131,352.00 | 27,000.00 | 108,000.00 | 26,000.00 | 104,000.00 |
| 0033 | 805-10-02300 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 90 Degree Crossing) | 4 | span | 24,000.00 | 96,000.00 | 31,530.00 | 126,120.00 | 27,000.00 | 108,000.00 | 30,000.00 | 120,000.00 |
| 0034 | 805-12-04000 | Reinforced Concrete Box Culverts (2100 mm x 2100 mm) | 42 | ln m | 2,150.00 | 90,300.00 | 2,285.50 | 95,991.00 | 1,800.00 | 75,600.00 | 2,500.00 | 105,000.00 |
| 0035 | 806-01-00100 | Deformed Reinforcing Steel | 2,448 | kg | 2.20 | 5,385.60 | 4.00 | 9,792.00 | 2.50 | 6,120.00 | 2.00 | 4,896.00 |
| 0036 | NS-800-00040 | Concrete Approach Slabs (90 DEG CROSSING, 8.5M RDWY) | 2 | each | 7,000.00 | 14,000.00 | 9,200.00 | 18,400.00 | 8,000.00 | 16,000.00 | 8,500.00 | 17,000.00 |
| 0037 | NS-800-00040 | Concrete Approach Slabs (90 DEG CROSSING, 7.3M RDWY) | 2 | each | 6,000.00 | 12,000.00 | 9,000.00 | 18,000.00 | 8,000.00 | 16,000.00 | 9,500.00 | 19,000.00 |
| CONTRACTOR TOTAL | 1,162,126.06 | 1,180,779.00 | 1,228,510.00 | 1,301,388.10 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Brothers, LLC. |
- 6 - Gilchrist Construction Co. LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | lump | 35,000.00 | 35,000.00 | 100,000.00 | 100,000.00 |
| 0002 | 202-02-00020 | Removal of BULKHEAD | 1 | sq m | 12,500.00 | 12,500.00 | 750.00 | 750.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 1+152.40,.11.55M X 8.5M CONCRETE, STEEL BRIDGE WITH TIMBER PILES) | 2 | each | 10,000.00 | 20,000.00 | 10,000.00 | 20,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 1+152.60,.23.60M X 6.00M TIMBER BR) | 1 | each | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | lump | 162,000.00 | 162,000.00 | 195,000.00 | 195,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 3 | each | 10.00 | 30.00 | 50.00 | 150.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 60 | ln m | 1.00 | 60.00 | 60.00 | 3,600.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | each | 100.00 | 1,200.00 | 300.00 | 3,600.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 180 | ln m | 5.00 | 900.00 | 6.00 | 1,080.00 |
| 0010 | 302-01-00100 | Class II Base Course | 636.6 | cu m | 115.00 | 73,209.00 | 95.00 | 60,477.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 97 | cu m | 125.00 | 12,125.00 | 150.00 | 14,550.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 599.1 | Mg | 250.00 | 149,775.00 | 225.00 | 134,797.50 |
| 0013 | 701-05-01060 | Side Drain Pipe (600 mm RCP/PP/CMP) | 60 | ln m | 215.00 | 12,900.00 | 155.00 | 9,300.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 60.96 | ln m | 210.00 | 12,801.60 | 220.00 | 13,411.20 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 30.48 | ln m | 115.00 | 3,505.20 | 120.00 | 3,657.60 |
| 0016 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | each | 2,500.00 | 10,000.00 | 2,400.00 | 9,600.00 |
| 0017 | 705-01-00100 | Barbed Wire Fence | 207 | ln m | 35.00 | 7,245.00 | 45.00 | 9,315.00 |
| 0018 | 711-01-03000 | Riprap (15 kg, 350 mm Thick) | 870 | sq m | 90.00 | 78,300.00 | 64.00 | 55,680.00 |
| 0019 | 711-04-00100 | Geotextile Fabric | 870 | sq m | 5.00 | 4,350.00 | 3.40 | 2,958.00 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 28,000.00 | 28,000.00 | 15,000.00 | 15,000.00 |
| 0021 | 716-01-00100 | Mulch (Vegetative) | 2.13 | Mg | 2,000.00 | 4,260.00 | 575.00 | 1,224.75 |
| 0022 | 717-01-00100 | Seeding | 22 | kg | 45.00 | 990.00 | 38.00 | 836.00 |
| 0023 | 718-01-00100 | Fertilizer | 530 | kg | 3.00 | 1,590.00 | 1.50 | 795.00 |
| 0024 | 726-01-00100 | Bedding Material | 67.2 | cu m | 115.00 | 7,728.00 | 135.00 | 9,072.00 |
| 0025 | 727-01-00100 | Mobilization | 1 | lump | 120,000.00 | 120,000.00 | 130,000.00 | 130,000.00 |
| 0026 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | each | 100.00 | 400.00 | 80.00 | 320.00 |
| 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | each | 100.00 | 1,200.00 | 85.00 | 1,020.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | lump | 18,000.00 | 18,000.00 | 45,000.00 | 45,000.00 |
| 0029 | 804-01-00200 | Precast Concrete Piles (350 mm) | 607.5 | ln m | 200.00 | 121,500.00 | 180.00 | 109,350.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 2 | each | 1.00 | 2.00 | 3,200.00 | 6,400.00 |
| 0031 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 32.54 | cu m | 2,000.00 | 65,080.00 | 1,300.00 | 42,302.00 |
| 0032 | 805-10-01300 | Bridge Superstructure and Substructure (7.3 m Clear Roadway; 90 Degree Crossing) | 4 | span | 35,000.00 | 140,000.00 | 34,000.00 | 136,000.00 |
| 0033 | 805-10-02300 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 90 Degree Crossing) | 4 | span | 36,500.00 | 146,000.00 | 34,000.00 | 136,000.00 |
| 0034 | 805-12-04000 | Reinforced Concrete Box Culverts (2100 mm x 2100 mm) | 42 | ln m | 2,200.00 | 92,400.00 | 2,800.00 | 117,600.00 |
| 0035 | 806-01-00100 | Deformed Reinforcing Steel | 2,448 | kg | 9.00 | 22,032.00 | 2.95 | 7,221.60 |
| 0036 | NS-800-00040 | Concrete Approach Slabs (90 DEG CROSSING, 8.5M RDWY) | 2 | each | 11,500.00 | 23,000.00 | 8,500.00 | 17,000.00 |
| 0037 | NS-800-00040 | Concrete Approach Slabs (90 DEG CROSSING, 7.3M RDWY) | 2 | each | 10,000.00 | 20,000.00 | 8,500.00 | 17,000.00 |
| CONTRACTOR TOTAL | 1,416,082.80 | 1,445,067.65 | ||||||