Proposal:H.010318.6
Parish:Iberville
Routes:I-10
Description:I-10: RAMAH - WBR P/L
Type Construction:GRADING, CLASS II BASE COURSE, PAVEMENT PATCHING, APPROACH SLAB REPLACEMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK.
Estimated Construction Cost:$6,454,316.31
| Rank | License | Bidder | Construction Bid |
| 1 | 00481 | COASTAL BRIDGE CO., L.L.C. | $6,264,585.94 |
| 2 | 00849 | F. G. Sullivan, Jr. Contractor LLC | $7,187,140.90 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
COASTAL BRIDGE CO., L.L.C. | - 2 -
F. G. Sullivan, Jr. Contractor LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02020 | Removal of Asphalt Pavement | 1,590 | SQYD | 10.00 | 15,900.00 | 5.00 | 7,950.00 | | 0002 | 202-02-04024 | Removal of Bridge Components Back Wall | 1 | LUMP | 300,000.00 | 300,000.00 | 11,000.00 | 11,000.00 | | 0003 | 202-02-06000 | Removal of Concrete Approach Slabs | 702 | SQYD | 100.00 | 70,200.00 | 365.00 | 256,230.00 | | 0004 | 202-02-14500 | Removal of Guard Rail | 2,200 | LNFT | 10.00 | 22,000.00 | 3.50 | 7,700.00 | | 0005 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 456 | SQYD | 50.00 | 22,800.00 | 18.00 | 8,208.00 | | 0006 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 4,044.8 | SQYD | 30.00 | 121,344.00 | 7.00 | 28,313.60 | | 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 13,119.5 | CUYD | 1.00 | 13,119.50 | 21.00 | 275,509.50 | | 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 80 | EACH | 10.00 | 800.00 | 12.00 | 960.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 7,310 | LNFT | 1.60 | 11,696.00 | 1.75 | 12,792.50 | | 0010 | 302-02-02080 | Class II Base Course (6" Thick) (Stone) | 4,414.4 | SQYD | 30.00 | 132,432.00 | 35.00 | 154,504.00 | | 0011 | 302-02-06080 | Class II Base Course (12" Thick) (Asphaltic Concrete Base on Embankment Layer) | 4,911.2 | SQYD | 80.00 | 392,896.00 | 70.00 | 343,784.00 | | 0012 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 10,282.3 | TON | 130.00 | 1,336,699.00 | 140.00 | 1,439,522.00 | | 0013 | 501-02-00001 | Tack Coat | 107,067 | GAL | 0.01 | 1,070.67 | 2.50 | 267,667.50 | | 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 4,891.2 | TON | 100.00 | 489,120.00 | 140.00 | 684,768.00 | | 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 25,317 | SQYD | 0.50 | 12,658.50 | 4.00 | 101,268.00 | | 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -563 | CUYD | 0.01 | -5.63 | 0.00 | 0.00 | | 0017 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 78 | SQYD | 100.00 | 7,800.00 | 90.00 | 7,020.00 | | 0018 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 525 | SQYD | 150.00 | 78,750.00 | 135.00 | 70,875.00 | | 0019 | 510-03-00100 | Pavement Joint Repair | 16 | TON | 1,500.00 | 24,000.00 | 500.00 | 8,000.00 | | 0020 | 602-02-00100 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints | 15,000 | LNFT | 2.00 | 30,000.00 | 1.75 | 26,250.00 | | 0021 | 602-03-00100 | Cleaning and Sealing Random cracks | 7,180 | LNFT | 4.00 | 28,720.00 | 3.75 | 26,925.00 | | 0022 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) | 500 | SQYD | 425.00 | 212,500.00 | 570.00 | 285,000.00 | | 0023 | 602-07-00100 | Patching Continuously Reinforced Concrete Pavement | 411 | SQYD | 425.00 | 174,675.00 | 730.00 | 300,030.00 | | 0024 | 704-03-00100 | Blocked Out Guard Rail | 1,825.2 | LNFT | 18.00 | 32,853.60 | 17.00 | 31,028.40 | | 0025 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 20 | LNFT | 45.00 | 900.00 | 30.00 | 600.00 | | 0026 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 70.00 | 14,000.00 | 55.00 | 11,000.00 | | 0027 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,100.00 | 16,800.00 | 2,200.00 | 17,600.00 | | 0028 | 707-01-00100 | Concrete Curb | 80 | LNFT | 30.00 | 2,400.00 | 45.00 | 3,600.00 | | 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 350,000.00 | 350,000.00 | 260,000.00 | 260,000.00 | | 0030 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 1,028 | LNFT | 0.50 | 514.00 | 0.50 | 514.00 | | 0031 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 5,174 | LNFT | 0.50 | 2,587.00 | 0.50 | 2,587.00 | | 0032 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 419 | LNFT | 1.00 | 419.00 | 1.00 | 419.00 | | 0033 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 12.5 | MILE | 0.00 | 0.00 | 250.00 | 3,125.00 | | 0034 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.5 | MILE | 400.00 | 5,000.00 | 400.00 | 5,000.00 | | 0035 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 25 | MILE | 700.00 | 17,500.00 | 700.00 | 17,500.00 | | 0036 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 2.6 | MILE | 9,000.00 | 23,400.00 | 9,000.00 | 23,400.00 | | 0037 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 44 | EACH | 520.00 | 22,880.00 | 220.00 | 9,680.00 | | 0038 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 308 | EACH | 250.00 | 77,000.00 | 220.00 | 67,760.00 | | 0039 | 726-01-00100 | Bedding Material | 526 | CUYD | 85.00 | 44,710.00 | 135.00 | 71,010.00 | | 0040 | 727-01-00100 | Mobilization | 1 | LUMP | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 | | 0041 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 70.00 | 560.00 | 70.00 | 560.00 | | 0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,911 | EACH | 5.00 | 9,555.00 | 5.00 | 9,555.00 | | 0043 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 5,174 | LNFT | 2.25 | 11,641.50 | 2.25 | 11,641.50 | | 0044 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 25 | MILE | 2,900.00 | 72,500.00 | 2,900.00 | 72,500.00 | | 0045 | 732-02-02080 | Plastic Pavement Striping (Solid Line) (24" Width) (Thermoplastic 90 mil) | 0.079 | MILE | 45,000.00 | 3,555.00 | 46,000.00 | 3,634.00 | | 0046 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 12.5 | MILE | 950.00 | 11,875.00 | 950.00 | 11,875.00 | | 0047 | 739-01-00100 | Hydro-Seeding | 4.4 | ACRE | 1,200.00 | 5,280.00 | 1,400.00 | 6,160.00 | | 0048 | 740-01-00100 | Construction Layout | 1 | LUMP | 250,000.00 | 250,000.00 | 123,500.00 | 123,500.00 | | 0049 | 807-08-00100 | Structural Metalwork (14,347 LBS) | 1 | LUMP | 43,000.00 | 43,000.00 | 45,000.00 | 45,000.00 | | 0050 | 813-01-00100 | Concrete Approach Slabs | 1,574.64 | SQYD | 500.00 | 787,320.00 | 725.00 | 1,141,614.00 | | 0051 | NS-500-00280 | Surface Preparation | 1 | LUMP | 300,000.00 | 300,000.00 | 200,000.00 | 200,000.00 | | 0052 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 9,257 | INLF | 0.65 | 6,017.05 | 1.00 | 9,257.00 | | 0053 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 21,561 | INLF | 0.75 | 16,170.75 | 1.70 | 36,653.70 | | 0054 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 9,213 | INLF | 1.00 | 9,213.00 | 1.40 | 12,898.20 | | 0055 | NS-602-00008 | Pavement Repair System (2" average depth) | 928 | SQFT | 100.00 | 92,800.00 | 94.00 | 87,232.00 | | 0056 | NS-700-00020 | Adjusting Guard Rail | 400 | LNFT | 5.00 | 2,000.00 | 15.00 | 6,000.00 | | 0057 | NS-713-00009 | Portable Changeable Message Sign (with communications) | 4 | EACH | 3,600.00 | 14,400.00 | 6,500.00 | 26,000.00 | | 0058 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 25 | MILE | 300.00 | 7,500.00 | 600.00 | 15,000.00 | | 0059 | NS-805-00005 | Joint Sealing System (Preformed Silicone) | 316 | LNFT | 35.00 | 11,060.00 | 60.00 | 18,960.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 6,264,585.94 | | 7,187,140.90 |
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