Proposal:H.002735.6
Parish:Lafayette
Routes:LA 1252
Description:BAYOU VERMILION BRIDGE
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, SUBGRADE LAYER (TREATED), LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, ALTERNATE AA1 (18” PILE): PRECAST CONCRETE PILES (18”); ALTERNATE AA2 (24” PILE): PRECAST CONCRETE PILES (24”); AND RELATED WORK.
Estimated Construction Cost:$3,479,862.07
| Rank | License | Bidder | Construction Bid |
| 1 | 55505 | MERRICK, LLC | $3,801,962.85 |
| 2 | 63897 | TL Hawk, LLC | $3,993,085.91 |
| 3 | 00009 | Coastal Contractors, Inc. | $4,151,811.77 |
| 4 | 55950 | Brown Industrial Construction, LLC | $4,233,979.65 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
MERRICK, LLC | - 2 -
TL Hawk, LLC | - 3 -
Coastal Contractors, Inc. | - 4 -
Brown Industrial Construction, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 2.072 | LUMP | 25,000.00 | 25,000.00 | 30,740.00 | 30,740.00 | 50,000.00 | 50,000.00 | 485,500.00 | 485,500.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 26,500.00 | 26,500.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 2,895.1 | SQYD | 3.00 | 8,685.30 | 7.00 | 20,265.70 | 5.50 | 15,923.05 | 3.00 | 8,685.30 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 3,153.1 | SQYD | 7.00 | 22,071.70 | 7.00 | 22,071.70 | 5.90 | 18,603.29 | 4.50 | 14,188.95 | | 0005 | 202-02-04501 | Removal of Bridge to be paid for each | 4,054.5 | LUMP | 80,000.00 | 80,000.00 | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | | 0006 | 202-02-06100 | Removal of Concrete Walks and Drives | 337 | SQYD | 10.00 | 3,370.00 | 15.00 | 5,055.00 | 30.00 | 10,110.00 | 12.00 | 4,044.00 | | 0007 | 202-02-12000 | Removal of Fence | 627 | LNFT | 2.00 | 1,254.00 | 8.00 | 5,016.00 | 9.50 | 5,956.50 | 5.00 | 3,135.00 | | 0008 | 202-02-14500 | Removal of Guard Rail | 96 | LNFT | 15.00 | 1,440.00 | 9.00 | 864.00 | 18.50 | 1,776.00 | 10.00 | 960.00 | | 0009 | 203-01-00100 | General Excavation | 1,362 | CUYD | 14.00 | 19,068.00 | 15.00 | 20,430.00 | 15.25 | 20,770.50 | 13.00 | 17,706.00 | | 0010 | 203-02-00100 | Drainage Excavation | 243 | CUYD | 25.00 | 6,075.00 | 17.00 | 4,131.00 | 40.00 | 9,720.00 | 14.00 | 3,402.00 | | 0011 | 203-03-00100 | Embankment | 2,338 | CUYD | 23.00 | 53,774.00 | 28.00 | 65,464.00 | 38.00 | 88,844.00 | 45.00 | 105,210.00 | | 0012 | 204-02-00100 | Temporary Hay Bales | 112 | EACH | 20.00 | 2,240.00 | 26.00 | 2,912.00 | 25.00 | 2,800.00 | 22.00 | 2,464.00 | | 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 150.00 | 1,200.00 | 150.00 | 1,200.00 | 150.00 | 1,200.00 | 130.00 | 1,040.00 | | 0014 | 204-06-00100 | Temporary Silt Fencing | 3,241 | LNFT | 2.00 | 6,482.00 | 2.45 | 7,940.45 | 1.73 | 5,606.93 | 2.00 | 6,482.00 | | 0015 | 302-02-12010 | Class II Base Course (12" Thick) (Soil Cement) | 4,578.6 | SQYD | 25.00 | 114,465.00 | 26.50 | 121,332.90 | 32.00 | 146,515.20 | 25.00 | 114,465.00 | | 0016 | 304-01-00100 | Lime | 64.89 | TON | 295.00 | 19,142.55 | 315.00 | 20,440.35 | 315.00 | 20,440.35 | 200.00 | 12,978.00 | | 0017 | 304-05-00100 | Lime Treatment (Type E) | 4,578 | SQYD | 3.00 | 13,734.00 | 7.25 | 33,190.50 | 7.25 | 33,190.50 | 3.00 | 13,734.00 | | 0018 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 596 | SQYD | 25.00 | 14,900.00 | 55.00 | 32,780.00 | 60.00 | 35,760.00 | 15.00 | 8,940.00 | | 0019 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 117 | CUYD | 150.00 | 17,550.00 | 75.00 | 8,775.00 | 140.00 | 16,380.00 | 135.00 | 15,795.00 | | 0020 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 150 | CUYD | 70.00 | 10,500.00 | 20.00 | 3,000.00 | 100.00 | 15,000.00 | 140.00 | 21,000.00 | | 0021 | 502-01-00100 | Asphalt Concrete | 1,173.8 | TON | 150.00 | 176,070.00 | 136.50 | 160,223.70 | 150.00 | 176,070.00 | 126.00 | 147,898.80 | | 0022 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 20.4 | TON | 330.00 | 6,732.00 | 420.00 | 8,568.00 | 475.00 | 9,690.00 | 275.00 | 5,610.00 | | 0023 | 509-01-00100 | Milling Asphalt Pavement | 378.7 | SQYD | 32.00 | 12,118.40 | 13.00 | 4,923.10 | 15.00 | 5,680.50 | 17.00 | 6,437.90 | | 0024 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -21 | CUYD | 1.50 | -31.50 | 0.01 | -0.21 | 0.01 | -0.21 | 0.01 | -0.21 | | 0025 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 102 | SQYD | 200.00 | 20,400.00 | 195.00 | 19,890.00 | 230.00 | 23,460.00 | 120.00 | 12,240.00 | | 0026 | 701-03-01022 | Storm Drain Pipe (18" RCP/RPVCP) | 307 | LNFT | 62.00 | 19,034.00 | 75.00 | 23,025.00 | 80.00 | 24,560.00 | 95.00 | 29,165.00 | | 0027 | 701-03-01042 | Storm Drain Pipe (24" RCP/RPVCP) | 292 | LNFT | 75.00 | 21,900.00 | 85.00 | 24,820.00 | 90.00 | 26,280.00 | 100.00 | 29,200.00 | | 0028 | 701-03-01062 | Storm Drain Pipe (30" RCP/RPVCP) | 390 | LNFT | 85.00 | 33,150.00 | 100.00 | 39,000.00 | 105.00 | 40,950.00 | 125.00 | 48,750.00 | | 0029 | 701-03-01082 | Storm Drain Pipe (36" RCP/RPVCP) | 420 | LNFT | 105.00 | 44,100.00 | 120.00 | 50,400.00 | 140.00 | 58,800.00 | 155.00 | 65,100.00 | | 0030 | 701-03-02022 | Storm Drain Pipe (Outfall) (18" RPVCP or 24" CMP) | 226 | LNFT | 60.00 | 13,560.00 | 60.00 | 13,560.00 | 95.00 | 21,470.00 | 100.00 | 22,600.00 | | 0031 | 701-03-02042 | Storm Drain Pipe (Outfall) (24" RPVCP or 30" CMP) | 168 | LNFT | 75.00 | 12,600.00 | 80.00 | 13,440.00 | 95.00 | 15,960.00 | 110.00 | 18,480.00 | | 0032 | 701-03-02082 | Storm Drain Pipe (Outfall) (36" RPVCP or 42" CMP) | 216 | LNFT | 105.00 | 22,680.00 | 110.00 | 23,760.00 | 135.00 | 29,160.00 | 145.00 | 31,320.00 | | 0033 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 1,996 | LNFT | 5.00 | 9,980.00 | 3.00 | 5,988.00 | 2.00 | 3,992.00 | 2.50 | 4,990.00 | | 0034 | 702-03-00100 | Catch Basins (CB-01) | 16 | EACH | 3,200.00 | 51,200.00 | 4,000.00 | 64,000.00 | 3,880.00 | 62,080.00 | 3,000.00 | 48,000.00 | | 0035 | 702-08-00100 | Side Drain Safety End (Type 1) | 2 | EACH | 3,100.00 | 6,200.00 | 3,000.00 | 6,000.00 | 2,400.00 | 4,800.00 | 3,500.00 | 7,000.00 | | 0036 | 702-08-00200 | Side Drain Safety End (Type 2) | 2 | EACH | 6,000.00 | 12,000.00 | 4,500.00 | 9,000.00 | 4,500.00 | 9,000.00 | 4,500.00 | 9,000.00 | | 0037 | 704-03-00100 | Blocked Out Guard rail | 100 | LNFT | 25.00 | 2,500.00 | 22.00 | 2,200.00 | 24.50 | 2,450.00 | 22.00 | 2,200.00 | | 0038 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 90.00 | 6,750.00 | 75.00 | 5,625.00 | 120.00 | 9,000.00 | 75.00 | 5,625.00 | | 0039 | 704-10-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,500.00 | 7,500.00 | 2,250.00 | 6,750.00 | 3,000.00 | 9,000.00 | 2,300.00 | 6,900.00 | | 0040 | 706-02-00200 | Concrete Drive (6" Thick) | 206 | SQYD | 84.00 | 17,304.00 | 90.00 | 18,540.00 | 100.00 | 20,600.00 | 75.00 | 15,450.00 | | 0041 | 708-01-00100 | Right-of-Way Monument | 25 | EACH | 300.00 | 7,500.00 | 385.00 | 9,625.00 | 480.00 | 12,000.00 | 400.00 | 10,000.00 | | 0042 | 708-02-00100 | Right-of-Way Monument Witness Post | 25 | EACH | 300.00 | 7,500.00 | 115.00 | 2,875.00 | 120.00 | 3,000.00 | 100.00 | 2,500.00 | | 0043 | 712-04-00100 | Flexible Revetment | 1,433.68 | SQYD | 105.00 | 150,536.40 | 60.00 | 86,020.80 | 70.00 | 100,357.60 | 70.00 | 100,357.60 | | 0044 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | | 0045 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.207 | MILE | 600.00 | 124.20 | 676.33 | 140.00 | 2,925.00 | 605.48 | 1,530.00 | 316.71 | | 0046 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.713 | MILE | 1,700.00 | 1,212.10 | 1,493.69 | 1,065.00 | 2,170.00 | 1,547.21 | 1,800.00 | 1,283.40 | | 0047 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 156 | SQYD | 7.00 | 1,092.00 | 1.96 | 305.76 | 2.40 | 374.40 | 10.00 | 1,560.00 | | 0048 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | | 0049 | 725-01-00100 | Temporary Detour Roads | 3,219.1 | SQYD | 75.00 | 241,432.50 | 60.00 | 193,146.00 | 116.00 | 373,415.60 | 92.00 | 296,157.20 | | 0050 | 726-01-00100 | Bedding Material | 230.7 | CUYD | 110.00 | 25,377.00 | 120.00 | 27,684.00 | 130.00 | 29,991.00 | 130.00 | 29,991.00 | | 0051 | 727-01-00100 | Mobilization | 1 | LUMP | 380,000.00 | 380,000.00 | 200,000.00 | 200,000.00 | 400,000.00 | 400,000.00 | 400,000.00 | 400,000.00 | | 0052 | 729-01-00100 | Sign (Type A) | 12.5 | SQFT | 35.00 | 437.50 | 40.00 | 500.00 | 30.00 | 375.00 | 30.00 | 375.00 | | 0053 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 120.00 | 480.00 | 100.00 | 400.00 | 110.00 | 440.00 | 100.00 | 400.00 | | 0054 | 729-21-00100 | U-Channel Post | 2 | EACH | 180.00 | 360.00 | 110.00 | 220.00 | 130.00 | 260.00 | 150.00 | 300.00 | | 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 50 | EACH | 18.00 | 900.00 | 15.00 | 750.00 | 10.00 | 500.00 | 9.00 | 450.00 | | 0056 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 28 | LNFT | 35.00 | 980.00 | 30.00 | 840.00 | 14.00 | 392.00 | 12.00 | 336.00 | | 0057 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.713 | MILE | 7,200.00 | 5,133.60 | 5,974.75 | 4,260.00 | 6,625.00 | 4,723.63 | 5,500.00 | 3,921.50 | | 0058 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.207 | MILE | 2,900.00 | 600.30 | 2,536.23 | 525.00 | 3,500.00 | 724.50 | 3,100.00 | 641.70 | | 0059 | 735-01-00100 | Mailboxes | 19 | EACH | 42.00 | 798.00 | 35.00 | 665.00 | 20.00 | 380.00 | 35.00 | 665.00 | | 0060 | 735-02-00100 | Mailbox Supports (Single) | 5 | EACH | 150.00 | 750.00 | 125.00 | 625.00 | 190.00 | 950.00 | 125.00 | 625.00 | | 0061 | 735-03-00100 | Mailbox Supports (Double) | 7 | EACH | 180.00 | 1,260.00 | 150.00 | 1,050.00 | 240.00 | 1,680.00 | 150.00 | 1,050.00 | | 0062 | 739-01-00100 | Hydro-Seeding | 1.64 | ACRE | 3,500.00 | 5,740.00 | 2,060.40 | 3,379.06 | 2,500.00 | 4,100.00 | 1,500.00 | 2,460.00 | | 0063 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 70,000.00 | 70,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | | 0064 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 5,000.00 | 5,000.00 | | 0065 | 804-18-00100 | Vibration Monitoring | 6 | DAY | 1,250.00 | 7,500.00 | 1,100.00 | 6,600.00 | 2,500.00 | 15,000.00 | 2,500.00 | 15,000.00 | | 0066 | 805-01-00100 | Class A1 Concrete (Slab Span) | 317.12 | CUYD | 1,000.00 | 317,120.00 | 895.00 | 283,822.40 | 1,500.00 | 475,680.00 | 850.00 | 269,552.00 | | 0067 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 2,138 | SQFT | 1.50 | 3,207.00 | 1.25 | 2,672.50 | 2.00 | 4,276.00 | 1.00 | 2,138.00 | | 0068 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 2,138 | SQFT | 1.50 | 3,207.00 | 1.00 | 2,138.00 | 3.00 | 6,414.00 | 1.50 | 3,207.00 | | 0069 | 810-01-00100 | Concrete Bridge Railing (Standard) | 160 | LNFT | 130.00 | 20,800.00 | 150.00 | 24,000.00 | 180.00 | 28,800.00 | 140.00 | 22,400.00 | | 0070 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 160 | LNFT | 130.00 | 20,800.00 | 150.00 | 24,000.00 | 185.00 | 29,600.00 | 150.00 | 24,000.00 | | 0071 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,200 | SQFT | 65.00 | 208,000.00 | 60.00 | 192,000.00 | 77.00 | 246,400.00 | 68.00 | 217,600.00 | | 0072 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 240 | SFIN | 80.00 | 19,200.00 | 75.00 | 18,000.00 | 34.00 | 8,160.00 | 85.00 | 20,400.00 | | 0073 | 815-03-00300 | Joint Seal (Poured) | 360 | LNFT | 9.00 | 3,240.00 | 20.00 | 7,200.00 | 3.60 | 1,296.00 | 11.00 | 3,960.00 | | 0074 | 817-01-00100 | Temporary Detour Bridge (Concrete) | 3,607 | SQFT | 215.00 | 775,505.00 | 350.00 | 1,262,450.00 | 150.00 | 541,050.00 | 215.00 | 775,505.00 | | 0075 | NS-201-00004 | Arborist Services | 2 | EACH | 1,500.00 | 3,000.00 | 2,500.00 | 5,000.00 | 1,800.00 | 3,600.00 | 2,000.00 | 4,000.00 | | 0076 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 240 | LNFT | 5.45 | 1,308.00 | 10.00 | 2,400.00 | 12.00 | 2,880.00 | 8.00 | 1,920.00 | | 0077 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 400 | LNFT | 2.00 | 800.00 | 3.00 | 1,200.00 | 6.00 | 2,400.00 | 4.50 | 1,800.00 | | 0078 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 264 | INLF | 5.00 | 1,320.00 | 2.00 | 528.00 | 6.00 | 1,584.00 | 1.50 | 396.00 | | 0079 | NS-700-00860 | Impact Attenuator (Low Maintenance, Test Level 3) | 1 | EACH | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | | | | SUBTOTAL GENERAL | | | | 3,284,919 | | 3,516,408 | | 3,611,555 | | 3,787,464 | | | | | | | | | | | | | | | | | Alternate AA1 | Alternate AA1 (18" Pile) | | | | | | | | | | | | | | | | | | | | | | | | | | 0080 | 804-01-00400 | Precast Concrete Piles (18") | 2,242 | LNFT | 125.00 | 280,250.00 | 105.00 | 235,410.00 | 100.00 | 224,200.00 | 98.00 | 219,716.00 | | 0081 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 85.27 | CUYD | 1,300.00 | 110,851.00 | 1,700.00 | 144,959.00 | 2,620.52 | 223,451.74 | 1,400.00 | 119,378.00 | | 0082 | 806-01-00100 | Deformed Reinforcing Steel | 74,084 | LB | 1.70 | 125,942.80 | 1.30 | 96,309.20 | 1.25 | 92,605.00 | 1.45 | 107,421.80 | | | | SUBTOTAL ALT AA1 | | | | 517,043.80 | | 476,678.20 | | 540,256.74 | | 446,515.80 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,801,962.85 | | 3,993,085.91 | | 4,151,811.77 | | 4,233,979.65 |
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