Proposal:H.009274.6
Parish:Acadia
Routes:LA 3076
Description:LA 3076: W JCT US 90 - E JCT US 90
Type Construction:CLEARING AND GRUBBING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK.
Estimated Construction Cost:$1,456,587.18
| Rank | License | Bidder | Construction Bid |
| 1 | 33663 | Glenn Lege Construction Inc | $1,869,153.35 |
| 2 | 34356 | Prairie Contractors Inc. | $1,895,992.49 |
| 3 | 51821 | Elliott Construction, LLC | $2,213,498.08 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $2,293,729.10 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - Glenn Lege Construction Inc | - 2 - Prairie Contractors Inc. | - 3 - Elliott Construction, LLC | - 4 - Diamond B Construction 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 | 0.2 | LUMP | 53,000.00 | 53,000.00 | 12,000.00 | 12,000.00 | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 | | 0002 | 202-02-00020 | Removal of Concrete Patch | 12 | SQYD | 27.00 | 324.00 | 55.00 | 660.00 | 15.00 | 180.00 | 175.00 | 2,100.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 202 | SQYD | 12.00 | 2,424.00 | 35.00 | 7,070.00 | 12.00 | 2,424.00 | 27.00 | 5,454.00 | | 0004 | 202-02-04000 | Removal of Bridge 16.5' Treated Timber Mud Sill | 1 | EACH | 6,125.00 | 6,125.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | | 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 468.3 | SQYD | 12.20 | 5,713.26 | 30.00 | 14,049.00 | 25.00 | 11,707.50 | 8.50 | 3,980.55 | | 0006 | 202-02-06140 | Removal of Curbs (Concrete) | 239 | LNFT | 12.50 | 2,987.50 | 15.00 | 3,585.00 | 6.00 | 1,434.00 | 8.50 | 2,031.50 | | 0007 | 202-02-14500 | Removal of Guard Rail | 334.6 | LNFT | 10.00 | 3,346.00 | 12.00 | 4,015.20 | 4.00 | 1,338.40 | 50.00 | 16,730.00 | | 0008 | 202-02-32100 | Removal of Pipe (Cross Drain) (12" - 42") | 115 | LNFT | 19.00 | 2,185.00 | 18.00 | 2,070.00 | 25.00 | 2,875.00 | 16.00 | 1,840.00 | | 0009 | 202-02-32120 | Removal of Pipe (Side Drain) (15" - 36") | 238 | LNFT | 15.00 | 3,570.00 | 18.00 | 4,284.00 | 25.00 | 5,950.00 | 16.00 | 3,808.00 | | 0010 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 17 | SQYD | 30.00 | 510.00 | 75.00 | 1,275.00 | 100.00 | 1,700.00 | 21.00 | 357.00 | | 0011 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 1,550.2 | SQYD | 13.00 | 20,152.60 | 38.00 | 58,907.60 | 12.00 | 18,602.40 | 9.00 | 13,951.80 | | 0012 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 43,500.00 | 43,500.00 | 25,000.00 | 25,000.00 | 100,000.00 | 100,000.00 | 73,000.00 | 73,000.00 | | 0013 | 203-07-00100 | Borrow (Vehicular Measurement) | 200 | CUYD | 27.00 | 5,400.00 | 18.00 | 3,600.00 | 25.00 | 5,000.00 | 20.00 | 4,000.00 | | 0014 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 300 | CUYD | 19.00 | 5,700.00 | 20.00 | 6,000.00 | 25.00 | 7,500.00 | 43.00 | 12,900.00 | | 0015 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 20 | EACH | 150.00 | 3,000.00 | 150.00 | 3,000.00 | 100.00 | 2,000.00 | 155.00 | 3,100.00 | | 0016 | 204-06-00100 | Temporary Silt Fencing | 2,500 | LNFT | 2.04 | 5,100.00 | 2.00 | 5,000.00 | 1.75 | 4,375.00 | 2.00 | 5,000.00 | | 0017 | 302-02-06020 | Class II Base Course (12" Thick) (Soil Cement) | 2,250.1 | SQYD | 19.00 | 42,751.90 | 22.00 | 49,502.20 | 25.00 | 56,252.50 | 35.00 | 78,753.50 | | 0018 | 304-05-00100 | Lime Treatment (Type E) | 85.9 | TON | 500.00 | 42,950.00 | 800.00 | 68,720.00 | 480.00 | 41,232.00 | 900.00 | 77,310.00 | | 0019 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 2,757 | SQYD | 14.00 | 38,598.00 | 16.50 | 45,490.50 | 20.00 | 55,140.00 | 52.00 | 143,364.00 | | 0020 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 2,250 | SQYD | 8.00 | 18,000.00 | 11.00 | 24,750.00 | 24.00 | 54,000.00 | 60.00 | 135,000.00 | | 0021 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 17,532 | SQYD | 8.50 | 149,022.00 | 8.00 | 140,256.00 | 9.00 | 157,788.00 | 9.00 | 157,788.00 | | 0022 | 308-02-00100 | Removal of Existing Patches | 500 | SQYD | 10.50 | 5,250.00 | 30.00 | 15,000.00 | 15.00 | 7,500.00 | 16.00 | 8,000.00 | | 0023 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 997 | CUYD | 90.00 | 89,730.00 | 115.00 | 114,655.00 | 100.00 | 99,700.00 | 36.00 | 35,892.00 | | 0024 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 60 | CUYD | 120.50 | 7,230.00 | 150.00 | 9,000.00 | 50.00 | 3,000.00 | 66.00 | 3,960.00 | | 0025 | 502-01-00100 | Superpave Asphaltic Concrete | 3,880 | TON | 92.00 | 356,960.00 | 100.00 | 388,000.00 | 125.00 | 485,000.00 | 108.00 | 419,040.00 | | 0026 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 821.4 | TON | 106.00 | 87,068.40 | 150.00 | 123,210.00 | 170.00 | 139,638.00 | 150.00 | 123,210.00 | | 0027 | 507-02-00200 | Aggregate (S2) | 18,242 | SQYD | 1.72 | 31,376.24 | 1.60 | 29,187.20 | 1.85 | 33,747.70 | 1.50 | 27,363.00 | | 0028 | 507-02-00300 | Aggregate (S3) | 18,242 | SQYD | 1.46 | 26,633.32 | 1.35 | 24,626.70 | 1.75 | 31,923.50 | 1.30 | 23,714.60 | | 0029 | 509-01-00100 | Cold Planing Asphaltic Pavement | 16,257 | SQYD | 2.00 | 32,514.00 | 3.50 | 56,899.50 | 2.00 | 32,514.00 | 2.00 | 32,514.00 | | 0030 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -260 | CUYD | 0.10 | -26.00 | 0.01 | -2.60 | 0.01 | -2.60 | 1.00 | -260.00 | | 0031 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 180 | SQYD | 113.25 | 20,385.00 | 130.00 | 23,400.00 | 160.00 | 28,800.00 | 155.00 | 27,900.00 | | 0032 | 602-02-00100 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints | 4,334 | LNFT | 2.92 | 12,655.28 | 2.75 | 11,918.50 | 3.15 | 13,652.10 | 2.65 | 11,485.10 | | 0033 | 602-03-00100 | Cleaning and Sealing Random cracks | 550 | LNFT | 4.08 | 2,244.00 | 3.75 | 2,062.50 | 4.50 | 2,475.00 | 3.55 | 1,952.50 | | 0034 | 602-05-01060 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (6 1/2" Thick) | 70 | SQYD | 215.52 | 15,086.40 | 200.00 | 14,000.00 | 235.00 | 16,450.00 | 195.00 | 13,650.00 | | 0035 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 68 | LNFT | 170.00 | 11,560.00 | 105.00 | 7,140.00 | 115.00 | 7,820.00 | 165.00 | 11,220.00 | | 0036 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 30 | LNFT | 303.00 | 9,090.00 | 185.00 | 5,550.00 | 130.00 | 3,900.00 | 250.00 | 7,500.00 | | 0037 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 8 | LNFT | 39.64 | 317.12 | 50.00 | 400.00 | 200.00 | 1,600.00 | 108.00 | 864.00 | | 0038 | 701-03-02040 | Storm Drain Pipe (Outfall) (24" PP or 30" CMP) | 164 | LNFT | 66.70 | 10,938.80 | 65.00 | 10,660.00 | 60.00 | 9,840.00 | 110.00 | 18,040.00 | | 0039 | 701-04-01040 | Storm Drain Pipe Arch (24" Equiv. RCPA) | 152 | LNFT | 80.00 | 12,160.00 | 85.00 | 12,920.00 | 65.00 | 9,880.00 | 85.00 | 12,920.00 | | 0040 | 701-04-01060 | Storm Drain Pipe Arch (30" Equiv. RCPA) | 468 | LNFT | 100.00 | 46,800.00 | 100.00 | 46,800.00 | 75.00 | 35,100.00 | 115.00 | 53,820.00 | | 0041 | 701-05-02080 | Side Drain Pipe (Erosion) (30" PP/CMP) | 80 | LNFT | 90.00 | 7,200.00 | 75.00 | 6,000.00 | 80.00 | 6,400.00 | 117.00 | 9,360.00 | | 0042 | 701-06-01080 | Side Drain Pipe Arch (36" Equiv. RCPA/CMPA) | 112 | LNFT | 117.00 | 13,104.00 | 135.00 | 15,120.00 | 130.00 | 14,560.00 | 125.00 | 14,000.00 | | 0043 | 701-11-01060 | Reinforced Concrete Pipe Arch (Extension) (30" Equiv.) | 30 | LNFT | 103.00 | 3,090.00 | 125.00 | 3,750.00 | 135.00 | 4,050.00 | 125.00 | 3,750.00 | | 0044 | 701-15-00100 | Concrete Collar | 1 | EACH | 700.00 | 700.00 | 600.00 | 600.00 | 1,750.00 | 1,750.00 | 1,050.00 | 1,050.00 | | 0045 | 702-03-00100 | Catch Basins (CB-01) | 6 | EACH | 3,500.00 | 21,000.00 | 4,000.00 | 24,000.00 | 2,000.00 | 12,000.00 | 3,700.00 | 22,200.00 | | 0046 | 702-04-00100 | Adjusting Manholes | 2 | EACH | 400.00 | 800.00 | 1,750.00 | 3,500.00 | 1,050.00 | 2,100.00 | 1,000.00 | 2,000.00 | | 0047 | 702-04-00150 | Adjusting Manholes w/Manhole Adjustment Rings | 11 | EACH | 200.00 | 2,200.00 | 500.00 | 5,500.00 | 200.00 | 2,200.00 | 1,200.00 | 13,200.00 | | 0048 | 706-01-00100 | Concrete Walk (4" Thick) | 10.8 | SQYD | 105.00 | 1,134.00 | 60.00 | 648.00 | 500.00 | 5,400.00 | 100.00 | 1,080.00 | | 0049 | 706-04-00100 | Handicapped Curb Ramps | 10 | EACH | 1,800.00 | 18,000.00 | 1,400.00 | 14,000.00 | 1,000.00 | 10,000.00 | 1,100.00 | 11,000.00 | | 0050 | 707-01-00100 | Concrete Curb | 199 | LNFT | 20.00 | 3,980.00 | 35.00 | 6,965.00 | 35.00 | 6,965.00 | 27.00 | 5,373.00 | | 0051 | 708-01-00100 | Right-of-Way Monument | 6 | EACH | 230.00 | 1,380.00 | 250.00 | 1,500.00 | 600.00 | 3,600.00 | 210.00 | 1,260.00 | | 0052 | 708-02-00100 | Right-of-Way Monument Witness Post | 6 | EACH | 130.00 | 780.00 | 250.00 | 1,500.00 | 500.00 | 3,000.00 | 210.00 | 1,260.00 | | 0053 | 710-01-00100 | Flowable Fill | 60 | CUYD | 140.00 | 8,400.00 | 125.00 | 7,500.00 | 175.00 | 10,500.00 | 140.00 | 8,400.00 | | 0054 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 130 | SQYD | 83.00 | 10,790.00 | 150.00 | 19,500.00 | 80.00 | 10,400.00 | 101.00 | 13,130.00 | | 0055 | 711-04-00100 | Geotextile Fabric | 130 | SQYD | 1.25 | 162.50 | 4.25 | 552.50 | 2.00 | 260.00 | 1.55 | 201.50 | | 0056 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 137,300.00 | 137,300.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 65,000.00 | 65,000.00 | | 0057 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 110 | LNFT | 2.62 | 288.20 | 0.01 | 1.10 | 0.56 | 61.60 | 0.50 | 55.00 | | 0058 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.573 | MILE | 400.00 | 1,829.20 | 450.00 | 2,057.85 | 500.00 | 2,286.50 | 154.00 | 704.24 | | 0059 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.388 | MILE | 815.47 | 1,131.87 | 0.01 | 0.01 | 625.00 | 867.50 | 1.00 | 1.39 | | 0060 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.319 | MILE | 1,747.43 | 2,304.86 | 0.01 | 0.01 | 782.00 | 1,031.46 | 1.00 | 1.32 | | 0061 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 1 | EACH | 58.25 | 58.25 | 0.01 | 0.01 | 62.50 | 62.50 | 1.00 | 1.00 | | 0062 | 713-05-00200 | Temporary Pavement Legends & Symbols (Double Arrow) | 1 | EACH | 87.37 | 87.37 | 0.01 | 0.01 | 69.00 | 69.00 | 1.00 | 1.00 | | 0063 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 394 | EACH | 1.75 | 689.50 | 2.00 | 788.00 | 2.00 | 788.00 | 1.55 | 610.70 | | 0064 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 9,220.00 | 9,220.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 3,000.00 | 3,000.00 | | 0065 | 726-01-00100 | Bedding Material | 163.6 | CUYD | 72.50 | 11,861.00 | 90.00 | 14,724.00 | 115.00 | 18,814.00 | 105.00 | 17,178.00 | | 0066 | 727-01-00100 | Mobilization | 1 | LUMP | 166,673.45 | 166,673.45 | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 | 220,000.00 | 220,000.00 | | 0067 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 75.72 | 605.76 | 125.00 | 1,000.00 | 100.00 | 800.00 | 110.00 | 880.00 | | 0068 | 731-02-00100 | Reflectorized Raised Pavement Markers | 290 | EACH | 11.65 | 3,378.50 | 6.00 | 1,740.00 | 9.50 | 2,755.00 | 5.25 | 1,522.50 | | 0069 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 30 | LNFT | 2.33 | 69.90 | 2.00 | 60.00 | 3.75 | 112.50 | 1.06 | 31.80 | | 0070 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 80 | LNFT | 2.92 | 233.60 | 5.00 | 400.00 | 5.00 | 400.00 | 2.12 | 169.60 | | 0071 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 521 | LNFT | 11.65 | 6,069.65 | 7.00 | 3,647.00 | 10.65 | 5,548.65 | 6.50 | 3,386.50 | | 0072 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.319 | MILE | 5,242.28 | 6,914.57 | 4,000.00 | 5,276.00 | 5,315.00 | 7,010.49 | 3,100.00 | 4,088.90 | | 0073 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.388 | MILE | 1,630.93 | 2,263.73 | 1,200.00 | 1,665.60 | 1,875.00 | 2,602.50 | 850.00 | 1,179.80 | | 0074 | 732-03-02040 | Plastic Pvmt Strip (Dotted Line)(8" W)(3' L)(Thermo 90 mil) | 0.025 | MILE | 4,659.80 | 116.50 | 10,000.00 | 250.00 | 9,375.00 | 234.38 | 4,200.00 | 105.00 | | 0075 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 1 | EACH | 186.39 | 186.39 | 500.00 | 500.00 | 375.00 | 375.00 | 325.00 | 325.00 | | 0076 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 1 | EACH | 128.14 | 128.14 | 500.00 | 500.00 | 306.00 | 306.00 | 325.00 | 325.00 | | 0077 | 732-05-00100 | Removal of Existing Markings | 0.113 | MILE | 5,824.75 | 658.20 | 10,000.00 | 1,130.00 | 12,500.00 | 1,412.50 | 5,200.00 | 587.60 | | 0078 | 735-01-00100 | Mailboxes | 25 | EACH | 6.99 | 174.75 | 15.00 | 375.00 | 1.25 | 31.25 | 1.06 | 26.50 | | 0079 | 735-02-00100 | Mailbox Supports (Single) | 25 | EACH | 170.08 | 4,252.00 | 145.00 | 3,625.00 | 145.00 | 3,625.00 | 125.00 | 3,125.00 | | 0080 | 739-01-00100 | Hydro-Seeding | 1.92 | ACRE | 1,630.93 | 3,131.39 | 1,800.00 | 3,456.00 | 2,500.00 | 4,800.00 | 5,000.00 | 9,600.00 | | 0081 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,800.00 | 15,800.00 | 100.00 | 100.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | | 0082 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 29.67 | CUYD | 1,000.00 | 29,670.00 | 400.00 | 11,868.00 | 1,200.00 | 35,604.00 | 1,200.00 | 35,604.00 | | 0083 | 805-12-01060 | Reinforced Concrete Box Culverts (7' x 4') | 120 | LNFT | 590.00 | 70,800.00 | 650.00 | 78,000.00 | 600.00 | 72,000.00 | 850.00 | 102,000.00 | | 0084 | 806-01-00100 | Deformed Reinforcing Steel | 2,567 | LB | 0.75 | 1,925.25 | 1.30 | 3,337.10 | 1.25 | 3,208.75 | 1.00 | 2,567.00 | | 0085 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,680 | INLF | 2.00 | 7,360.00 | 1.00 | 3,680.00 | 1.40 | 5,152.00 | 1.25 | 4,600.00 | | | | SUBTOTAL GENERAL | | | | 1,810,234 | | 1,849,477 | | 2,157,680 | | 2,249,695 | | | | | | | | | | | | | | | | | Alternate AA1 | Alternate AA1 | | | | | | | | | | | | | | | | | | | | | | | | | | 0086 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 12,404 | GAL | 4.75 | 58,919.00 | 3.75 | 46,515.00 | 4.50 | 55,818.00 | 3.55 | 44,034.20 | | | | SUBTOTAL ALT AA1 | | | | 58,919.00 | | 46,515.00 | | 55,818.00 | | 44,034.20 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,869,153.35 | | 1,895,992.49 | | 2,213,498.08 | | 2,293,729.10 |
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