Proposal:H.014497.6
Parish:Evangeline, St. Landry
Routes:LA 13
Description:LA 13: LA 91 - EVANGELINE P/L
Type Construction:GRADING, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$2,929,856.48
| Rank | License | Bidder | Construction Bid |
| 1 | 34356 | Prairie Contractors LLC | $3,237,225.65 |
| 2 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $3,845,406.69 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Prairie Contractors LLC | - 2 -
GILCHRIST CONSTRUCTION COMPANY, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02000 | Removal of Asphalt Drives | 242.6 | SQYD | 35.00 | 8,491.00 | 30.00 | 7,278.00 | | 0002 | 202-02-03030 | Removal of Pavement Structure | 513.8 | SQYD | 35.00 | 17,983.00 | 16.00 | 8,220.80 | | 0003 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 145 | LNFT | 40.00 | 5,800.00 | 40.00 | 5,800.00 | | 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 526.9 | SQYD | 35.00 | 18,441.50 | 28.00 | 14,753.20 | | 0005 | 202-02-14500 | Removal of Guard Rail | 1,140 | LNFT | 15.00 | 17,100.00 | 10.00 | 11,400.00 | | 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 30,000.00 | 30,000.00 | 84,000.00 | 84,000.00 | | 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 50 | EACH | 175.00 | 8,750.00 | 155.00 | 7,750.00 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 1,000 | LNFT | 2.50 | 2,500.00 | 3.00 | 3,000.00 | | 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 19.7 | CUYD | 300.00 | 5,910.00 | 200.00 | 3,940.00 | | 0010 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 250 | CUYD | 125.00 | 31,250.00 | 60.00 | 15,000.00 | | 0011 | 502-01-00100 | Asphalt Concrete | 13,857.2 | TON | 106.50 | 1,475,791.80 | 120.00 | 1,662,864.00 | | 0012 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 823.7 | TON | 185.00 | 152,384.50 | 120.00 | 98,844.00 | | 0013 | 509-01-00100 | Milling Asphalt Pavement | 55,608 | SQYD | 2.50 | 139,020.00 | 3.00 | 166,824.00 | | 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -3,077 | CUYD | 0.01 | -30.77 | 1.00 | -3,077.00 | | 0015 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 4,959 | SQYD | 140.00 | 694,260.00 | 150.00 | 743,850.00 | | 0016 | 702-04-00150 | Adjusting Manholes w/Manhole Adjustment Rings | 12 | EACH | 850.00 | 10,200.00 | 1,500.00 | 18,000.00 | | 0017 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 800 | LNFT | 65.00 | 52,000.00 | 60.00 | 48,000.00 | | 0018 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 175 | LNFT | 35.00 | 6,125.00 | 42.00 | 7,350.00 | | 0019 | 704-06-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 100.00 | 5,000.00 | 55.00 | 2,750.00 | | 0020 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 225 | LNFT | 115.00 | 25,875.00 | 130.00 | 29,250.00 | | 0021 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 5 | EACH | 4,250.00 | 21,250.00 | 4,200.00 | 21,000.00 | | 0022 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 4 | EACH | 4,000.00 | 16,000.00 | 3,700.00 | 14,800.00 | | 0023 | 706-01-00100 | Concrete Walk (4" Thick) | 189.9 | SQYD | 50.00 | 9,495.00 | 150.00 | 28,485.00 | | 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 337 | SQYD | 100.00 | 33,700.00 | 170.00 | 57,290.00 | | 0025 | 706-04-00100 | Handicapped Curb Ramps | 16 | EACH | 2,700.00 | 43,200.00 | 4,000.00 | 64,000.00 | | 0026 | 707-03-00100 | Combination Concrete Curb and Gutter | 145 | LNFT | 75.00 | 10,875.00 | 115.00 | 16,675.00 | | 0027 | 707-04-00100 | Asphalt Curb | 121.5 | LNFT | 170.00 | 20,655.00 | 65.00 | 7,897.50 | | 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 60,000.00 | 60,000.00 | 100,000.00 | 100,000.00 | | 0029 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 1,713 | LNFT | 0.60 | 1,027.80 | 0.55 | 942.15 | | 0030 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 240 | LNFT | 1.15 | 276.00 | 1.10 | 264.00 | | 0031 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.326 | MILE | 6,000.00 | 49,956.00 | 240.00 | 1,998.24 | | 0032 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.326 | MILE | 1.00 | 8.33 | 900.00 | 7,493.40 | | 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 24.621 | MILE | 1.00 | 24.62 | 1,400.00 | 34,469.40 | | 0034 | 713-05-00200 | Temporary Pavement Legends & Symbols (Arrow - Double) | 2 | EACH | 0.01 | 0.02 | 105.00 | 210.00 | | 0035 | 713-05-00220 | Temporary Pavement Legends & Symbols (Arrow - Left Turn) | 4 | EACH | 0.01 | 0.04 | 52.00 | 208.00 | | 0036 | 713-05-00230 | Temporary Pavement Legends & Symbols (Arrow - Right Turn) | 2 | EACH | 0.01 | 0.02 | 52.00 | 104.00 | | 0037 | 713-05-00400 | Temporary Pavement Legends & Symbols (RR Crossing) | 4 | EACH | 0.01 | 0.04 | 105.00 | 420.00 | | 0038 | 724-01-00100 | Rumble Strips (Centerline) | 2.4 | MILE | 1,200.00 | 2,880.00 | 1,200.00 | 2,880.00 | | 0039 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 4.8 | MILE | 1,200.00 | 5,760.00 | 1,200.00 | 5,760.00 | | 0040 | 727-01-00100 | Mobilization | 1 | LUMP | 95,000.00 | 95,000.00 | 380,000.00 | 380,000.00 | | 0041 | 729-16-00200 | Object Marker Assembly (Type 2) | 12 | EACH | 75.00 | 900.00 | 62.00 | 744.00 | | 0042 | 729-16-00300 | Object Marker Assembly (Type 3) | 15 | EACH | 120.00 | 1,800.00 | 105.00 | 1,575.00 | | 0043 | 731-02-00100 | Reflectorized Raised Pavement Markers | 650 | EACH | 8.50 | 5,525.00 | 8.00 | 5,200.00 | | 0044 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 231 | LNFT | 5.25 | 1,212.75 | 5.00 | 1,155.00 | | 0045 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 80 | LNFT | 25.00 | 2,000.00 | 22.00 | 1,760.00 | | 0046 | 732-01-05200 | Plastic Pavement Striping (Dotted Line)(8" W)(2' L)(Thermo 125 mil) | 400 | LNFT | 6.00 | 2,400.00 | 6.00 | 2,400.00 | | 0047 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 9.844 | MILE | 5,200.00 | 51,188.80 | 5,000.00 | 49,220.00 | | 0048 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.984 | MILE | 2,800.00 | 8,355.20 | 2,500.00 | 7,460.00 | | 0049 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 1 | EACH | 1,000.00 | 1,000.00 | 900.00 | 900.00 | | 0050 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 2 | EACH | 600.00 | 1,200.00 | 525.00 | 1,050.00 | | 0051 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 1 | EACH | 600.00 | 600.00 | 525.00 | 525.00 | | 0052 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 2 | EACH | 1,400.00 | 2,800.00 | 1,300.00 | 2,600.00 | | 0053 | 732-05-00100 | Removal of Existing Markings | 0.104 | MILE | 12,500.00 | 1,300.00 | 12,500.00 | 1,300.00 | | 0054 | 735-01-00100 | Mailboxes | 73 | EACH | 25.00 | 1,825.00 | 25.00 | 1,825.00 | | 0055 | 735-02-00100 | Mailbox Supports (Single) | 69 | EACH | 225.00 | 15,525.00 | 205.00 | 14,145.00 | | 0056 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 250.00 | 500.00 | 300.00 | 600.00 | | 0057 | 739-01-00100 | Hydro-Seeding | 0.61 | ACRE | 6,000.00 | 3,660.00 | 4,200.00 | 2,562.00 | | 0058 | 740-01-00100 | Construction Layout | 1 | LUMP | 500.00 | 500.00 | 35,000.00 | 35,000.00 | | 0059 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 112 | LNFT | 10.00 | 1,120.00 | 17.50 | 1,960.00 | | 0060 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 112 | LNFT | 5.00 | 560.00 | 11.00 | 1,232.00 | | 0061 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 2,030 | INLF | 2.50 | 5,075.00 | 2.00 | 4,060.00 | | 0062 | NS-602-00001 | Milling Concrete Pavement | 124.4 | SQYD | 50.00 | 6,220.00 | 100.00 | 12,440.00 | | 0063 | NS-700-00830 | Impact Attenuator (Reusable, Test Level 2) | 1 | EACH | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,237,225.65 | | 3,845,406.69 |
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