Proposal:H.013247.6
Parish:St. Martin
Routes:I-10
Description:I-10 RAMPS @ BUTTE LA ROSE
Type Construction:GRADING, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$1,209,557.62
| Rank | License | Bidder | Construction Bid |
| 1 | 51821 | Elliott Construction, LLC | $1,468,550.37 |
| 2 | 00046 | Barber Bros. Contracting Co., L.L.C | $1,493,147.25 |
| 3 | 06276 | Barriere Construction Co., LLC | $1,494,696.85 |
| 4 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $1,698,129.20 |
| 5 | 34356 | Prairie Contractors LLC | $1,838,553.02 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Elliott Construction, LLC | - 2 -
Barber Bros. Contracting Co., L.L.C | - 3 -
Barriere Construction Co., LLC | - 4 -
GILCHRIST CONSTRUCTION COMPANY, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 3,076.7 | SQYD | 11.00 | 33,843.70 | 15.00 | 46,150.50 | 12.00 | 36,920.40 | 7.00 | 21,536.90 | | 0002 | 202-02-06120 | Removal of Curbs (Asphalt) | 1,694 | LNFT | 2.00 | 3,388.00 | 5.00 | 8,470.00 | 1.00 | 1,694.00 | 1.00 | 1,694.00 | | 0003 | 202-02-14500 | Removal of Guard Rail | 490 | LNFT | 8.00 | 3,920.00 | 3.00 | 1,470.00 | 1.00 | 490.00 | 1.00 | 490.00 | | 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 95,000.00 | 95,000.00 | 170,000.00 | 170,000.00 | 195,000.00 | 195,000.00 | 85,000.00 | 85,000.00 | | 0005 | 204-02-00100 | Temporary Hay Bales | 40 | EACH | 30.00 | 1,200.00 | 20.00 | 800.00 | 25.00 | 1,000.00 | 30.00 | 1,200.00 | | 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 180.00 | 1,080.00 | 100.00 | 600.00 | 150.00 | 900.00 | 200.00 | 1,200.00 | | 0007 | 204-06-00100 | Temporary Silt Fencing | 10,000 | LNFT | 1.65 | 16,500.00 | 1.25 | 12,500.00 | 1.90 | 19,000.00 | 2.00 | 20,000.00 | | 0008 | 302-02-08510 | Class II Base Course (8-1/2" Thick) (Soil Cement) | 3,313.3 | SQYD | 24.00 | 79,519.20 | 24.00 | 79,519.20 | 28.25 | 93,600.73 | 15.00 | 49,699.50 | | 0009 | 502-01-00100 | Asphalt Concrete | 6,524.3 | TON | 100.00 | 652,430.00 | 100.00 | 652,430.00 | 98.00 | 639,381.40 | 129.00 | 841,634.70 | | 0010 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 596.2 | TON | 125.00 | 74,525.00 | 100.00 | 59,620.00 | 150.00 | 89,430.00 | 129.00 | 76,909.80 | | 0011 | 509-01-00100 | Milling Asphalt Pavement | 17,824 | SQYD | 4.00 | 71,296.00 | 4.50 | 80,208.00 | 3.00 | 53,472.00 | 4.00 | 71,296.00 | | 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -2,098 | CUYD | 0.01 | -20.98 | 0.00 | 0.00 | 0.01 | -20.98 | 1.00 | -2,098.00 | | 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 90 | SQYD | 120.00 | 10,800.00 | 110.00 | 9,900.00 | 75.00 | 6,750.00 | 190.00 | 17,100.00 | | 0014 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 760 | SQYD | 130.00 | 98,800.00 | 120.00 | 91,200.00 | 105.00 | 79,800.00 | 155.00 | 117,800.00 | | 0015 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 337.5 | LNFT | 30.00 | 10,125.00 | 23.00 | 7,762.50 | 22.00 | 7,425.00 | 23.00 | 7,762.50 | | 0016 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 118.00 | 11,800.00 | 90.00 | 9,000.00 | 85.00 | 8,500.00 | 86.00 | 8,600.00 | | 0017 | 704-09-00100 | Guard Rail Anchor Block | 4 | EACH | 7,150.00 | 28,600.00 | 4,500.00 | 18,000.00 | 4,250.00 | 17,000.00 | 4,500.00 | 18,000.00 | | 0018 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 2 | EACH | 3,750.00 | 7,500.00 | 2,900.00 | 5,800.00 | 2,750.00 | 5,500.00 | 3,000.00 | 6,000.00 | | 0019 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 3,200.00 | 6,400.00 | 3,500.00 | 7,000.00 | 3,250.00 | 6,500.00 | 3,500.00 | 7,000.00 | | 0020 | 707-04-00100 | Asphalt Curb | 1,748 | LNFT | 30.00 | 52,440.00 | 19.00 | 33,212.00 | 15.00 | 26,220.00 | 18.00 | 31,464.00 | | 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 18,000.00 | 18,000.00 | 60,000.00 | 60,000.00 | | 0022 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 14,054 | LNFT | 0.35 | 4,918.90 | 0.30 | 4,216.20 | 0.30 | 4,216.20 | 0.40 | 5,621.60 | | 0023 | 713-11-00100 | Portable Changeable Message Signs | 4 | EACH | 3,350.00 | 13,400.00 | 3,500.00 | 14,000.00 | 5,500.00 | 22,000.00 | 4,500.00 | 18,000.00 | | 0024 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 8,000.00 | 8,000.00 | 1,500.00 | 1,500.00 | 3,500.00 | 3,500.00 | 2,300.00 | 2,300.00 | | 0025 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 1.818 | MILE | 3,975.00 | 7,226.55 | 325.00 | 590.85 | 350.00 | 636.30 | 1,000.00 | 1,818.00 | | 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 85,000.00 | 85,000.00 | 160,000.00 | 160,000.00 | | 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 85.00 | 340.00 | 105.00 | 420.00 | 100.00 | 400.00 | 100.00 | 400.00 | | 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 340 | EACH | 7.00 | 2,380.00 | 6.25 | 2,125.00 | 6.00 | 2,040.00 | 11.00 | 3,740.00 | | 0029 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 14,054 | LNFT | 1.00 | 14,054.00 | 0.75 | 10,540.50 | 0.70 | 9,837.80 | 1.30 | 18,270.20 | | 0030 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 750 | LNFT | 3.00 | 2,250.00 | 2.60 | 1,950.00 | 2.50 | 1,875.00 | 5.25 | 3,937.50 | | 0031 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 140 | LNFT | 14.00 | 1,960.00 | 13.00 | 1,820.00 | 12.50 | 1,750.00 | 16.00 | 2,240.00 | | 0032 | 739-01-00100 | Hydro-Seeding | 3 | ACRE | 2,010.00 | 6,030.00 | 1,600.00 | 4,800.00 | 2,500.00 | 7,500.00 | 2,000.00 | 6,000.00 | | 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | | 0034 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 80 | LNFT | 15.00 | 1,200.00 | 3.00 | 240.00 | 60.00 | 4,800.00 | 15.00 | 1,200.00 | | 0035 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 80 | LNFT | 15.00 | 1,200.00 | 1.00 | 80.00 | 60.00 | 4,800.00 | 15.00 | 1,200.00 | | 0036 | NS-602-00001 | Milling Concrete Pavement | 88.9 | SQYD | 50.00 | 4,445.00 | 25.00 | 2,222.50 | 110.00 | 9,779.00 | 125.00 | 11,112.50 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,468,550.37 | | 1,493,147.25 | | 1,494,696.85 | | 1,698,129.20 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Prairie Contractors LLC | | Unit Price | Total
Amount | | 0001 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 3,076.7 | SQYD | 21.00 | 64,610.70 | | 0002 | 202-02-06120 | Removal of Curbs (Asphalt) | 1,694 | LNFT | 10.00 | 16,940.00 | | 0003 | 202-02-14500 | Removal of Guard Rail | 490 | LNFT | 15.00 | 7,350.00 | | 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 200,000.00 | 200,000.00 | | 0005 | 204-02-00100 | Temporary Hay Bales | 40 | EACH | 30.00 | 1,200.00 | | 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 200.00 | 1,200.00 | | 0007 | 204-06-00100 | Temporary Silt Fencing | 10,000 | LNFT | 1.60 | 16,000.00 | | 0008 | 302-02-08510 | Class II Base Course (8-1/2" Thick) (Soil Cement) | 3,313.3 | SQYD | 33.00 | 109,338.90 | | 0009 | 502-01-00100 | Asphalt Concrete | 6,524.3 | TON | 115.00 | 750,294.50 | | 0010 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 596.2 | TON | 125.00 | 74,525.00 | | 0011 | 509-01-00100 | Milling Asphalt Pavement | 17,824 | SQYD | 6.00 | 106,944.00 | | 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -2,098 | CUYD | 0.01 | -20.98 | | 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 90 | SQYD | 110.00 | 9,900.00 | | 0014 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 760 | SQYD | 120.00 | 91,200.00 | | 0015 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 337.5 | LNFT | 28.00 | 9,450.00 | | 0016 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 90.00 | 9,000.00 | | 0017 | 704-09-00100 | Guard Rail Anchor Block | 4 | EACH | 4,500.00 | 18,000.00 | | 0018 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 2 | EACH | 3,500.00 | 7,000.00 | | 0019 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 3,700.00 | 7,400.00 | | 0020 | 707-04-00100 | Asphalt Curb | 1,748 | LNFT | 40.00 | 69,920.00 | | 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | | 0022 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 14,054 | LNFT | 0.35 | 4,918.90 | | 0023 | 713-11-00100 | Portable Changeable Message Signs | 4 | EACH | 15,000.00 | 60,000.00 | | 0024 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 20,000.00 | 20,000.00 | | 0025 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 1.818 | MILE | 2,000.00 | 3,636.00 | | 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | | 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 110.00 | 440.00 | | 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 340 | EACH | 7.00 | 2,380.00 | | 0029 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 14,054 | LNFT | 0.75 | 10,540.50 | | 0030 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 750 | LNFT | 2.75 | 2,062.50 | | 0031 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 140 | LNFT | 15.00 | 2,100.00 | | 0032 | 739-01-00100 | Hydro-Seeding | 3 | ACRE | 2,000.00 | 6,000.00 | | 0033 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,000.00 | 1,000.00 | | 0034 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 80 | LNFT | 25.00 | 2,000.00 | | 0035 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 80 | LNFT | 25.00 | 2,000.00 | | 0036 | NS-602-00001 | Milling Concrete Pavement | 88.9 | SQYD | 70.00 | 6,223.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,838,553.02 |
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