Proposal:H.011616.6
Parish:Calcasieu, Jefferson Davis
Routes:LA 101
Description:LA 101: LA 14 - US 90
Type Construction:GRADING, DRAINAGE STRUCTURES, PAVEMENT WIDENING, PAVEMENT PATCHING, ASPHALT CONCRETE OVERLAY, MILLING ASPHALT CONCRETE, AND RELATED WORK.
Estimated Construction Cost:$2,402,477.12
| Rank | License | Bidder | Construction Bid |
| 1 | 34356 | Prairie Contractors Inc. | $2,081,227.00 |
| 2 | 00183 | R. E. Heidt Construction Co., LLC | $2,142,042.07 |
| 3 | 00481 | COASTAL BRIDGE CO., L.L.C. | $2,265,574.02 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Prairie Contractors Inc. | - 2 -
R. E. Heidt Construction Co., LLC | - 3 -
COASTAL BRIDGE CO., L.L.C. | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 16 | SQYD | 10.00 | 160.00 | 80.80 | 1,292.80 | 80.00 | 1,280.00 | | 0002 | 202-02-14500 | Removal of Guard Rail | 657 | LNFT | 20.00 | 13,140.00 | 15.15 | 9,953.55 | 7.25 | 4,763.25 | | 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" and 36" CMP | 334 | LNFT | 10.00 | 3,340.00 | 40.40 | 13,493.60 | 40.00 | 13,360.00 | | 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 | 12,120.00 | 12,120.00 | 5,000.00 | 5,000.00 | | 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 150.00 | 1,200.00 | 151.20 | 1,209.60 | 125.00 | 1,000.00 | | 0006 | 204-06-00100 | Temporary Silt Fencing | 1,047 | LNFT | 1.75 | 1,832.25 | 5.60 | 5,863.20 | 1.65 | 1,727.55 | | 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,148 | CUYD | 55.00 | 63,140.00 | 12.00 | 13,776.00 | 40.00 | 45,920.00 | | 0008 | 502-01-00100 | Asphalt Concrete | 12,985.7 | TON | 79.00 | 1,025,870.30 | 85.00 | 1,103,784.50 | 82.00 | 1,064,827.40 | | 0009 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1,716.3 | TON | 50.00 | 85,815.00 | 82.50 | 141,594.75 | 100.00 | 171,630.00 | | 0010 | 509-01-00100 | Milling Asphalt Pavement | 44,664 | SQYD | 0.55 | 24,565.20 | 1.00 | 44,664.00 | 2.50 | 111,660.00 | | 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -823 | CUYD | 62.00 | -51,026.00 | 0.10 | -82.30 | 0.01 | -8.23 | | 0012 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 136 | SQYD | 71.50 | 9,724.00 | 62.00 | 8,432.00 | 120.00 | 16,320.00 | | 0013 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 909 | SQYD | 100.50 | 91,354.50 | 85.50 | 77,719.50 | 125.00 | 113,625.00 | | 0014 | 510-02-00100 | Pavement Widening | 4,491.4 | SQYD | 55.00 | 247,027.00 | 63.00 | 282,958.20 | 62.00 | 278,466.80 | | 0015 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 40 | LNFT | 125.00 | 5,000.00 | 176.75 | 7,070.00 | 145.00 | 5,800.00 | | 0016 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 304 | LNFT | 130.00 | 39,520.00 | 222.20 | 67,548.80 | 135.00 | 41,040.00 | | 0017 | 704-01-01020 | Guardrail (Single Thrie Beam) (6'-3" post spacing) | 120 | LNFT | 40.00 | 4,800.00 | 38.38 | 4,605.60 | 38.00 | 4,560.00 | | 0019 | 704-07-00200 | Guardrail Transitions (Double Thrie Beam) | 200 | LNFT | 70.00 | 14,000.00 | 65.65 | 13,130.00 | 71.00 | 14,200.00 | | 0022 | 710-01-00100 | Flowable Fill | 248 | CUYD | 145.00 | 35,960.00 | 166.65 | 41,329.20 | 145.00 | 35,960.00 | | 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 88,000.00 | 88,000.00 | 9,435.00 | 9,435.00 | 25,000.00 | 25,000.00 | | 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 11.321 | MILE | 500.00 | 5,660.50 | 300.00 | 3,396.30 | 250.00 | 2,830.25 | | 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 11.296 | MILE | 425.00 | 4,800.80 | 404.00 | 4,563.58 | 400.00 | 4,518.40 | | 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 17.282 | MILE | 550.00 | 9,505.10 | 505.00 | 8,727.41 | 500.00 | 8,641.00 | | 0027 | 724-01-00100 | Rumble Strips (Centerline) | 8.3 | MILE | 650.00 | 5,395.00 | 262.60 | 2,179.58 | 260.00 | 2,158.00 | | 0028 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 16.5 | MILE | 650.00 | 10,725.00 | 262.60 | 4,332.90 | 260.00 | 4,290.00 | | 0029 | 724-03-00100 | Rumble Strips (Intersection) | 1 | EACH | 3,000.00 | 3,000.00 | 2,020.00 | 2,020.00 | 2,000.00 | 2,000.00 | | 0030 | 726-01-00100 | Bedding Material | 38.7 | CUYD | 100.00 | 3,870.00 | 151.50 | 5,863.05 | 135.00 | 5,224.50 | | 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 174,000.00 | 174,000.00 | 74,000.00 | 74,000.00 | 125,000.00 | 125,000.00 | | 0032 | 729-16-00200 | Object Marker Assembly (Type 2) | 18 | EACH | 80.00 | 1,440.00 | 75.75 | 1,363.50 | 70.00 | 1,260.00 | | 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 95.00 | 760.00 | 90.90 | 727.20 | 80.00 | 640.00 | | 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,137 | EACH | 6.25 | 7,106.25 | 6.06 | 6,890.22 | 6.00 | 6,822.00 | | 0035 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 70 | LNFT | 2.75 | 192.50 | 2.53 | 177.10 | 2.50 | 175.00 | | 0036 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 12 | LNFT | 8.00 | 96.00 | 7.07 | 84.84 | 7.00 | 84.00 | | 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 16.966 | MILE | 2,700.00 | 45,808.20 | 2,676.50 | 45,409.50 | 2,700.00 | 45,808.20 | | 0038 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 8.232 | MILE | 1,000.00 | 8,232.00 | 959.50 | 7,898.60 | 950.00 | 7,820.40 | | 0039 | 732-03-02010 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.159 | MILE | 3,000.00 | 477.00 | 2,020.00 | 321.18 | 2,000.00 | 318.00 | | 0040 | 732-05-00100 | Removal of Existing Markings | 0.011 | MILE | 10,000.00 | 110.00 | 5,050.00 | 55.55 | 5,000.00 | 55.00 | | 0041 | 735-01-00100 | Mailboxes | 83 | EACH | 10.00 | 830.00 | 12.63 | 1,048.29 | 12.50 | 1,037.50 | | 0042 | 735-02-00100 | Mailbox Supports (Single) | 64 | EACH | 125.00 | 8,000.00 | 116.15 | 7,433.60 | 115.00 | 7,360.00 | | 0043 | 735-03-00100 | Mailbox Supports (Double) | 6 | EACH | 145.00 | 870.00 | 176.75 | 1,060.50 | 175.00 | 1,050.00 | | 0044 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 265.00 | 530.00 | 328.25 | 656.50 | 250.00 | 500.00 | | 0045 | 739-01-00100 | Hydro-Seeding | 0.12 | ACRE | 15,000.00 | 1,800.00 | 7,155.85 | 858.70 | 10,000.00 | 1,200.00 | | 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 100.00 | 100.00 | 20,000.00 | 20,000.00 | 7,500.00 | 7,500.00 | | 0047 | NS-401-00100 | Hot-Mix Asphalt Aggregate Surface Course | 593 | TON | 79.00 | 46,847.00 | 90.00 | 53,370.00 | 80.00 | 47,440.00 | | 0048 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 658 | INLF | 1.80 | 1,184.40 | 6.50 | 4,277.00 | 2.50 | 1,645.00 | | 0049 | 704-03-00200 | Blocked Out Guard Rail – 31”, (6’-3” Post Spacing) | 162.6 | LNFT | 25.00 | 4,065.00 | 22.22 | 3,612.97 | 25.00 | 4,065.00 | | 0050 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 4 | EACH | 2,600.00 | 10,400.00 | 2,525.00 | 10,100.00 | 2,400.00 | 9,600.00 | | 0051 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,000.00 | 12,000.00 | 2,929.00 | 11,716.00 | 2,600.00 | 10,400.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 2,081,227.00 | | 2,142,042.07 | | 2,265,574.02 |
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