Proposal:H.011676.6
Parish:LaSalle
Description:GULDE ROAD BRIDGE OVER RILEY BRANCH
Type Construction:REMOVAL OF TIMBER BRIDGE, CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$331,349.00
| Rank | License | Bidder | Construction Bid |
| 1 | 55505 | MERRICK, LLC | $255,104.70 |
| 2 | 23112 | BEN ALLEN, INC. | $273,736.00 |
| 3 | 30774 | Progressive Construction Co., LLC | $275,399.10 |
| 4 | 35849 | T.L. CONSTRUCTION LLC | $299,394.10 |
| 5 | 12487 | Diamond B Construction Co., L.L.C. | $308,916.10 |
| 6 | 39104 | RMK Construction Company LLC | $322,458.80 |
| 7 | 54928 | Womack And Sons Constr. Group Inc | $355,081.45 |
| 8 | 40486 | REGIONAL CONSTRUCTION, LLC | $360,000.00 |
| 9 | 56994 | MATT L GUINN CONSTRUCTION, LLC | $360,642.55 |
| 10 | 49239 | WL Bass Construction Inc. | $523,976.30 |
| 11 | 34567 | James Construction Group LLC | $563,138.50 |
| 12 | 39462 | JB JAMES CONSTRUCTION LLC | $605,452.20 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
MERRICK, LLC | - 2 -
BEN ALLEN, INC. | - 3 -
Progressive Construction Co., LLC | - 4 -
T.L. 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 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 8,600.00 | 8,600.00 | | 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00.57, 24.16' X 58.03' TIMBER BRIDGE) | 1 | EACH | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 9,100.00 | 9,100.00 | | 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | | 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 35.00 | 140.00 | 100.00 | 400.00 | 25.00 | 100.00 | 145.00 | 580.00 | | 0005 | 204-06-00100 | Temporary Silt Fencing | 232 | LNFT | 3.00 | 696.00 | 3.00 | 696.00 | 3.00 | 696.00 | 4.20 | 974.40 | | 0006 | 302-01-00700 | Class II Base Course (Stone) (CRUSHED) | 89.2 | CUYD | 102.00 | 9,098.40 | 110.00 | 9,812.00 | 100.00 | 8,920.00 | 140.00 | 12,488.00 | | 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 24 | CUYD | 90.00 | 2,160.00 | 110.00 | 2,640.00 | 100.00 | 2,400.00 | 185.00 | 4,440.00 | | 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 40.00 | 4,000.00 | 75.00 | 7,500.00 | 10.00 | 1,000.00 | 50.00 | 5,000.00 | | 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 68.8 | TON | 210.00 | 14,448.00 | 185.00 | 12,728.00 | 200.00 | 13,760.00 | 170.00 | 11,696.00 | | 0010 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,000.00 | 9,000.00 | 7,500.00 | 7,500.00 | 4,500.00 | 4,500.00 | 12,000.00 | 12,000.00 | | 0011 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 11,000.00 | 2,200.00 | 1,200.00 | 240.00 | 1,000.00 | 200.00 | 3,600.00 | 720.00 | | 0012 | 717-01-00100 | Seeding | 5 | LB | 110.00 | 550.00 | 100.00 | 500.00 | 50.00 | 250.00 | 35.00 | 175.00 | | 0013 | 718-01-00100 | Fertilizer | 90 | LB | 11.00 | 990.00 | 5.00 | 450.00 | 5.00 | 450.00 | 5.00 | 450.00 | | 0014 | 726-01-00100 | Bedding Material | 175.9 | CUYD | 100.00 | 17,590.00 | 100.00 | 17,590.00 | 92.00 | 16,182.80 | 139.00 | 24,450.10 | | 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 20,000.00 | 20,000.00 | 22,000.00 | 22,000.00 | 25,000.00 | 25,000.00 | 28,000.00 | 28,000.00 | | 0016 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 75.00 | 300.00 | 100.00 | 400.00 | 75.00 | 300.00 | 220.00 | 880.00 | | 0017 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 4,500.00 | 4,500.00 | 4,500.00 | 4,500.00 | | 0018 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 48.28 | CUYD | 1,000.00 | 48,280.00 | 1,100.00 | 53,108.00 | 900.00 | 43,452.00 | 1,000.00 | 48,280.00 | | 0019 | 805-12-24000 | Reinforced Concrete Box Culverts (8' x 8') (Precast) | 160 | LNFT | 575.00 | 92,000.00 | 595.00 | 95,200.00 | 600.00 | 96,000.00 | 650.00 | 104,000.00 | | 0020 | 806-01-00100 | Deformed Reinforcing Steel (HEADWALLS) | 4,279 | LB | 1.20 | 5,134.80 | 2.00 | 8,558.00 | 1.70 | 7,274.30 | 1.40 | 5,990.60 | | 0021 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 207 | INLF | 2.50 | 517.50 | 2.00 | 414.00 | 2.00 | 414.00 | 10.00 | 2,070.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 255,104.70 | | 273,736.00 | | 275,399.10 | | 299,394.10 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Diamond B Construction Co., L.L.C. | - 6 -
RMK Construction Company LLC | - 7 -
Womack And Sons Constr. Group Inc | - 8 -
REGIONAL 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 | 6,400.00 | 6,400.00 | 2,500.00 | 2,500.00 | 17,550.00 | 17,550.00 | 20,000.00 | 20,000.00 | | 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00.57, 24.16' X 58.03' TIMBER BRIDGE) | 1 | EACH | 8,600.00 | 8,600.00 | 2,000.00 | 2,000.00 | 23,145.00 | 23,145.00 | 25,000.00 | 25,000.00 | | 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 16,250.00 | 16,250.00 | 9,000.00 | 9,000.00 | 37,500.00 | 37,500.00 | 20,000.00 | 20,000.00 | | 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 82.00 | 328.00 | 20.00 | 80.00 | 100.00 | 400.00 | 50.00 | 200.00 | | 0005 | 204-06-00100 | Temporary Silt Fencing | 232 | LNFT | 11.00 | 2,552.00 | 6.00 | 1,392.00 | 11.30 | 2,621.60 | 4.00 | 928.00 | | 0006 | 302-01-00700 | Class II Base Course (Stone) (CRUSHED) | 89.2 | CUYD | 125.00 | 11,150.00 | 92.00 | 8,206.40 | 140.00 | 12,488.00 | 125.00 | 11,150.00 | | 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 24 | CUYD | 167.00 | 4,008.00 | 92.00 | 2,208.00 | 50.00 | 1,200.00 | 50.00 | 1,200.00 | | 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 59.00 | 5,900.00 | 60.00 | 6,000.00 | 25.00 | 2,500.00 | 100.00 | 10,000.00 | | 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 68.8 | TON | 185.00 | 12,728.00 | 295.00 | 20,296.00 | 391.00 | 26,900.80 | 275.00 | 18,920.00 | | 0010 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,200.00 | 8,200.00 | 7,500.00 | 7,500.00 | 6,200.00 | 6,200.00 | 15,000.00 | 15,000.00 | | 0011 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 10,000.00 | 2,000.00 | 2,000.00 | 400.00 | 12,560.00 | 2,512.00 | 5,000.00 | 1,000.00 | | 0012 | 717-01-00100 | Seeding | 5 | LB | 105.00 | 525.00 | 25.00 | 125.00 | 125.00 | 625.00 | 25.00 | 125.00 | | 0013 | 718-01-00100 | Fertilizer | 90 | LB | 10.00 | 900.00 | 6.00 | 540.00 | 12.50 | 1,125.00 | 1.50 | 135.00 | | 0014 | 726-01-00100 | Bedding Material | 175.9 | CUYD | 84.00 | 14,775.60 | 91.00 | 16,006.90 | 131.50 | 23,130.85 | 100.00 | 17,590.00 | | 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 21,000.00 | 21,000.00 | 10,755.00 | 10,755.00 | 20,000.00 | 20,000.00 | | 0016 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 120.00 | 480.00 | 150.00 | 600.00 | 250.00 | 1,000.00 | 200.00 | 800.00 | | 0017 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 9,800.00 | 9,800.00 | 5,650.00 | 5,650.00 | 10,000.00 | 10,000.00 | | 0018 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 48.28 | CUYD | 1,050.00 | 50,694.00 | 1,200.00 | 57,936.00 | 1,270.00 | 61,315.60 | 1,200.00 | 57,936.00 | | 0019 | 805-12-24000 | Reinforced Concrete Box Culverts (8' x 8') (Precast) | 160 | LNFT | 730.00 | 116,800.00 | 925.00 | 148,000.00 | 702.50 | 112,400.00 | 675.00 | 108,000.00 | | 0020 | 806-01-00100 | Deformed Reinforcing Steel (HEADWALLS) | 4,279 | LB | 1.50 | 6,418.50 | 2.00 | 8,558.00 | 0.95 | 4,065.05 | 5.00 | 21,395.00 | | 0021 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 207 | INLF | 1.00 | 207.00 | 1.50 | 310.50 | 9.65 | 1,997.55 | 3.00 | 621.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 308,916.10 | | 322,458.80 | | 355,081.45 | | 360,000.00 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 9 -
MATT L GUINN CONSTRUCTION, LLC | - 10 -
WL Bass Construction Inc. | - 11 -
James Construction Group LLC | - 12 -
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 | 15,000.00 | 15,000.00 | 27,000.00 | 27,000.00 | 65,000.00 | 65,000.00 | 36,000.00 | 36,000.00 | | 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00.57, 24.16' X 58.03' TIMBER BRIDGE) | 1 | EACH | 7,500.00 | 7,500.00 | 25,000.00 | 25,000.00 | 55,000.00 | 55,000.00 | 6,600.00 | 6,600.00 | | 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 23,000.00 | 23,000.00 | 10,000.00 | 10,000.00 | 5,300.00 | 5,300.00 | | 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 25.00 | 100.00 | 20.00 | 80.00 | 80.00 | 320.00 | 15.00 | 60.00 | | 0005 | 204-06-00100 | Temporary Silt Fencing | 232 | LNFT | 3.00 | 696.00 | 3.50 | 812.00 | 6.50 | 1,508.00 | 3.95 | 916.40 | | 0006 | 302-01-00700 | Class II Base Course (Stone) (CRUSHED) | 89.2 | CUYD | 105.00 | 9,366.00 | 277.00 | 24,708.40 | 150.00 | 13,380.00 | 289.00 | 25,778.80 | | 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 24 | CUYD | 105.00 | 2,520.00 | 107.00 | 2,568.00 | 165.00 | 3,960.00 | 160.00 | 3,840.00 | | 0008 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 105.00 | 10,500.00 | 57.00 | 5,700.00 | 25.00 | 2,500.00 | 250.00 | 25,000.00 | | 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 68.8 | TON | 320.00 | 22,016.00 | 425.00 | 29,240.00 | 200.00 | 13,760.00 | 135.00 | 9,288.00 | | 0010 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 9,100.00 | 9,100.00 | 32,500.00 | 32,500.00 | | 0011 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 3,000.00 | 600.00 | 1,000.00 | 200.00 | 10,000.00 | 2,000.00 | 4,500.00 | 900.00 | | 0012 | 717-01-00100 | Seeding | 5 | LB | 50.00 | 250.00 | 28.00 | 140.00 | 100.00 | 500.00 | 25.00 | 125.00 | | 0013 | 718-01-00100 | Fertilizer | 90 | LB | 3.00 | 270.00 | 3.00 | 270.00 | 10.00 | 900.00 | 1.85 | 166.50 | | 0014 | 726-01-00100 | Bedding Material | 175.9 | CUYD | 125.00 | 21,987.50 | 170.00 | 29,903.00 | 110.00 | 19,349.00 | 200.00 | 35,180.00 | | 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 32,000.00 | 32,000.00 | 52,000.00 | 52,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | | 0016 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 150.00 | 600.00 | 135.00 | 540.00 | 118.00 | 472.00 | 118.00 | 472.00 | | 0017 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,500.00 | 3,500.00 | 7,000.00 | 7,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | | 0018 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 48.28 | CUYD | 1,650.00 | 79,662.00 | 1,470.00 | 70,971.60 | 1,200.00 | 57,936.00 | 2,500.00 | 120,700.00 | | 0019 | 805-12-24000 | Reinforced Concrete Box Culverts (8' x 8') (Precast) | 160 | LNFT | 725.00 | 116,000.00 | 1,307.00 | 209,120.00 | 1,500.00 | 240,000.00 | 1,475.00 | 236,000.00 | | 0020 | 806-01-00100 | Deformed Reinforcing Steel (HEADWALLS) | 4,279 | LB | 3.00 | 12,837.00 | 1.70 | 7,274.30 | 1.50 | 6,418.50 | 1.50 | 6,418.50 | | 0021 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 207 | INLF | 1.15 | 238.05 | 7.00 | 1,449.00 | 5.00 | 1,035.00 | 1.00 | 207.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 360,642.55 | | 523,976.30 | | 563,138.50 | | 605,452.20 |
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