Proposal:H.010226.6-R1
Parish:Vermilion
Routes:LA 82
Description:LA 82: LA 35 - LA 333
Type Construction:BORROW, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, IN- PLACE CEMENT TREATED SUBGRADE, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, PAVEMENT PATCHING, REINFORCED PAVING MAT WITH ASPHALT TACK COAT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$10,142,223.29
| Rank | License | Bidder | Construction Bid |
| 1 | 34356 | Prairie Contractors LLC | $9,435,546.18 |
| 2 | 33663 | Glenn Lege Construction LLC | $10,761,229.58 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Prairie Contractors LLC | - 2 -
Glenn Lege Construction LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,500.00 | 2,500.00 | 172,382.76 | 172,382.76 | | 0002 | 202-02-02000 | Removal of Asphalt Drives | 1,302 | SQYD | 35.00 | 45,570.00 | 12.76 | 16,613.52 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,349.5 | SQYD | 45.00 | 60,727.50 | 20.50 | 27,664.75 | | 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 275 | SQYD | 28.00 | 7,700.00 | 27.33 | 7,515.75 | | 0005 | 202-02-06140 | Removal of Curbs (Concrete) | 134 | LNFT | 28.00 | 3,752.00 | 31.13 | 4,171.42 | | 0006 | 202-02-14500 | Removal of Guard Rail | 1,630.9 | LNFT | 16.00 | 26,094.40 | 10.67 | 17,401.70 | | 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,500 | CUYD | 38.00 | 133,000.00 | 13.26 | 46,410.00 | | 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 86 | EACH | 125.00 | 10,750.00 | 174.23 | 14,983.78 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 2,091 | LNFT | 2.00 | 4,182.00 | 2.26 | 4,725.66 | | 0010 | 303-01-00200 | In-Place Cement Stabilized Base Course (8-1/2" Thick) | 53,569 | SQYD | 14.25 | 763,358.25 | 9.84 | 527,118.96 | | 0011 | 303-02-00100 | Removal of Existing Patches | 100 | SQYD | 75.00 | 7,500.00 | 33.33 | 3,333.00 | | 0012 | 304-01-00100 | Lime | 253.11 | TON | 525.00 | 132,882.75 | 298.16 | 75,467.28 | | 0013 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 26,786 | SQYD | 5.00 | 133,930.00 | 6.22 | 166,608.92 | | 0014 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | 53,569 | SQYD | 14.00 | 749,966.00 | 13.28 | 711,396.32 | | 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5,131 | CUYD | 54.20 | 278,100.20 | 78.55 | 403,040.05 | | 0016 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 100 | CUYD | 105.00 | 10,500.00 | 71.33 | 7,133.00 | | 0017 | 502-01-00100 | Asphalt Concrete | 30,180 | TON | 120.50 | 3,636,690.00 | 140.59 | 4,243,006.20 | | 0018 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 2,246 | TON | 170.00 | 381,820.00 | 225.59 | 506,675.14 | | 0019 | 509-01-00100 | Milling Asphalt Pavement | 112,712 | SQYD | 4.05 | 456,483.60 | 2.80 | 315,593.60 | | 0020 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -6,336 | CUYD | 0.01 | -63.36 | 0.01 | -63.36 | | 0021 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 1,513 | SQYD | 245.00 | 370,685.00 | 226.57 | 342,800.41 | | 0022 | 511-03-00100 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 120 | LNFT | 11.00 | 1,320.00 | 13.33 | 1,599.60 | | 0023 | 602-12-00100 | Undersealing Pavement | 4.5 | TON | 4,250.00 | 19,125.00 | 4,646.00 | 20,907.00 | | 0024 | 602-14-00100 | Holes | 24 | EACH | 530.00 | 12,720.00 | 580.75 | 13,938.00 | | 0025 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 8 | LNFT | 325.00 | 2,600.00 | 376.26 | 3,010.08 | | 0026 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 124 | LNFT | 325.00 | 40,300.00 | 212.73 | 26,378.52 | | 0027 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 20 | LNFT | 375.00 | 7,500.00 | 356.27 | 7,125.40 | | 0028 | 701-15-00100 | Concrete Collar | 14 | EACH | 2,100.00 | 29,400.00 | 2,436.93 | 34,117.02 | | 0029 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 1,035.8 | LNFT | 165.00 | 170,907.00 | 127.77 | 132,344.17 | | 0030 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 593.8 | LNFT | 38.00 | 22,564.40 | 34.27 | 20,349.53 | | 0031 | 704-10-00105 | Guard Rail End Treatment (Flared, 12' - 6" Length) | 4 | EACH | 6,000.00 | 24,000.00 | 4,646.00 | 18,584.00 | | 0032 | 704-10-00204 | Guard Rail End Treatment, MASH, (TL-2 Tangent) | 1 | EACH | 4,000.00 | 4,000.00 | 3,716.80 | 3,716.80 | | 0033 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 14 | EACH | 4,350.00 | 60,900.00 | 3,891.77 | 54,484.78 | | 0034 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 1 | EACH | 4,000.00 | 4,000.00 | 3,484.50 | 3,484.50 | | 0035 | 706-02-00200 | Concrete Drive (6" Thick) | 243.6 | SQYD | 170.00 | 41,412.00 | 88.66 | 21,597.58 | | 0036 | 707-01-00100 | Concrete Curb | 134 | LNFT | 65.00 | 8,710.00 | 43.83 | 5,873.22 | | 0037 | 712-02-00100 | Sacked Concrete Revetment | 6 | SQYD | 500.00 | 3,000.00 | 913.91 | 5,483.46 | | 0038 | 712-04-00100 | Flexible Revetment | 8 | SQYD | 500.00 | 4,000.00 | 816.09 | 6,528.72 | | 0039 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 150,000.00 | 150,000.00 | 697,711.29 | 697,711.29 | | 0040 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 23.272 | MILE | 650.00 | 15,126.80 | 562.61 | 13,093.06 | | 0041 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 23.272 | MILE | 1.00 | 23.27 | 464.60 | 10,812.17 | | 0042 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 95.92 | MILE | 1.00 | 95.92 | 813.05 | 77,987.76 | | 0043 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 35,000.00 | 35,000.00 | 21,464.52 | 21,464.52 | | 0044 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 15.181 | MILE | 1,100.00 | 16,699.10 | 1,161.50 | 17,632.73 | | 0045 | 726-01-00100 | Bedding Material | 15.5 | CUYD | 190.00 | 2,945.00 | 139.99 | 2,169.85 | | 0046 | 727-01-00100 | Mobilization | 1 | LUMP | 750,000.00 | 750,000.00 | 776,613.00 | 776,613.00 | | 0047 | 729-16-00200 | Object Marker Assembly (Type 2) | 44 | EACH | 80.00 | 3,520.00 | 87.11 | 3,832.84 | | 0048 | 729-16-00300 | Object Marker Assembly (Type 3) | 20 | EACH | 145.00 | 2,900.00 | 98.73 | 1,974.60 | | 0049 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,409 | EACH | 4.25 | 5,988.25 | 5.81 | 8,186.29 | | 0050 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 23.98 | MILE | 4,150.00 | 99,517.00 | 4,529.85 | 108,625.80 | | 0051 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.818 | MILE | 1,200.00 | 6,981.60 | 1,277.65 | 7,433.37 | | 0052 | 732-05-00100 | Removal of Existing Markings | 0.056 | MILE | 17,500.00 | 980.00 | 17,422.50 | 975.66 | | 0053 | 735-01-00100 | Mailboxes | 65 | EACH | 10.00 | 650.00 | 34.85 | 2,265.25 | | 0054 | 735-02-00100 | Mailbox Supports (Single) | 65 | EACH | 290.00 | 18,850.00 | 261.34 | 16,987.10 | | 0055 | 739-01-00100 | Hydro-Seeding | 5.27 | ACRE | 3,250.00 | 17,127.50 | 3,194.13 | 16,833.07 | | 0056 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 231,310.20 | 231,310.20 | | 0057 | NS-502-04200 | Reinforced Paving Mat for Asphalt Concrete Overlay | 109,264 | SQYD | 4.50 | 491,688.00 | 4.94 | 539,764.16 | | 0058 | NS-502-04210 | Asphalt Tack Coat | 21,794 | GAL | 5.50 | 119,867.00 | 9.73 | 212,055.62 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 9,435,546.18 | | 10,761,229.58 |
|