Proposal:H.002184.6-R1
Parish:Pointe Coupee
Routes:LA 413
Description:BAYOU CHENAL & BAYOU DISCHARGE BRIDGES
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, PAVEMENT PATCHING, IN-PLACE CEMENT TREATED SUBGRADE, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, PERMANENT SHEETING (STEEL), PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$6,112,363.94
| Rank | License | Bidder | Construction Bid |
| 1 | 39462 | JB JAMES CONSTRUCTION LLC | $7,294,692.15 |
| 2 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $8,973,479.82 |
| 3 | 00009 | Coastal Contractors, LLC | $9,324,099.79 |
| 4 | 36827 | Shavers-Whittle Construction LLC | $9,353,004.97 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
JB JAMES CONSTRUCTION LLC | - 2 -
GILCHRIST CONSTRUCTION COMPANY, LLC | - 3 -
Coastal Contractors, LLC | - 4 -
Shavers-Whittle 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 | 4.66 | LUMP | 400,000.00 | 400,000.00 | 500,000.00 | 500,000.00 | 100,000.00 | 100,000.00 | 140,000.00 | 140,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 4,469.1 | SQYD | 8.00 | 35,752.80 | 14.00 | 62,567.40 | 14.00 | 62,567.40 | 16.00 | 71,505.60 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 4,469.1 | SQYD | 6.00 | 26,814.60 | 10.00 | 44,691.00 | 14.00 | 62,567.40 | 16.75 | 74,857.43 | | 0005 | 202-02-04501 | Removal of Bridge Bridges: Str. No. 613902270402681, 172' X 25' | 4,300 | LUMP | 130,000.00 | 130,000.00 | 100,000.00 | 100,000.00 | 90,000.00 | 90,000.00 | 200,000.00 | 200,000.00 | | 0006 | 202-02-04501 | Removal of Bridge Bridges: Str. No. 61392270400371, 191' X 25.5' | 4,871 | LUMP | 130,000.00 | 130,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | | 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 231 | SQYD | 20.00 | 4,620.00 | 50.00 | 11,550.00 | 16.00 | 3,696.00 | 10.00 | 2,310.00 | | 0008 | 202-02-12000 | Removal of Fence | 147 | LNFT | 8.00 | 1,176.00 | 9.00 | 1,323.00 | 10.00 | 1,470.00 | 5.00 | 735.00 | | 0009 | 202-02-14000 | Removal of Gas Line | 386 | LNFT | 14.00 | 5,404.00 | 4.00 | 1,544.00 | 40.00 | 15,440.00 | 10.00 | 3,860.00 | | 0010 | 202-02-14500 | Removal of Guard Rail | 1,212.8 | LNFT | 9.00 | 10,915.20 | 10.00 | 12,128.00 | 12.00 | 14,553.60 | 8.00 | 9,702.40 | | 0011 | 203-02-00100 | Drainage Excavation | 1,057 | CUYD | 30.00 | 31,710.00 | 20.00 | 21,140.00 | 45.00 | 47,565.00 | 23.00 | 24,311.00 | | 0012 | 203-04-00200 | Nonplastic Embankment (Sand) Nonplastic Embankment | 97.1 | CUYD | 120.00 | 11,652.00 | 50.00 | 4,855.00 | 65.00 | 6,311.50 | 95.00 | 9,224.50 | | 0013 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 150,000.00 | 150,000.00 | 250,000.00 | 250,000.00 | 125,000.00 | 125,000.00 | 200,000.00 | 200,000.00 | | 0014 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 17 | EACH | 150.00 | 2,550.00 | 190.00 | 3,230.00 | 160.00 | 2,720.00 | 160.00 | 2,720.00 | | 0015 | 204-06-00100 | Temporary Silt Fencing | 1,787 | LNFT | 3.00 | 5,361.00 | 2.50 | 4,467.50 | 2.00 | 3,574.00 | 3.00 | 5,361.00 | | 0016 | 302-02-12010 | Class II Base Course (12" Thick) (Soil Cement) | 4,926.2 | SQYD | 30.00 | 147,786.00 | 40.00 | 197,048.00 | 44.00 | 216,752.80 | 28.00 | 137,933.60 | | 0017 | 304-01-00100 | Lime | 69.83 | TON | 250.00 | 17,457.50 | 250.00 | 17,457.50 | 350.00 | 24,440.50 | 300.00 | 20,949.00 | | 0018 | 304-05-00100 | Lime Treatment (Type E) | 4,926 | SQYD | 3.00 | 14,778.00 | 12.00 | 59,112.00 | 5.60 | 27,585.60 | 10.00 | 49,260.00 | | 0019 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | 4,926 | SQYD | 18.00 | 88,668.00 | 25.00 | 123,150.00 | 29.00 | 142,854.00 | 30.00 | 147,780.00 | | 0020 | 502-01-00100 | Asphalt Concrete | 1,451.9 | TON | 133.00 | 193,102.70 | 175.00 | 254,082.50 | 170.00 | 246,823.00 | 165.00 | 239,563.50 | | 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 463.5 | TON | 169.00 | 78,331.50 | 300.00 | 139,050.00 | 225.00 | 104,287.50 | 195.00 | 90,382.50 | | 0022 | 510-01-00001 | Pavement Patching (13" Minimum Thickness) | 172 | SQYD | 188.00 | 32,336.00 | 150.00 | 25,800.00 | 175.00 | 30,100.00 | 195.00 | 33,540.00 | | 0023 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 52 | LNFT | 240.00 | 12,480.00 | 350.00 | 18,200.00 | 270.00 | 14,040.00 | 275.00 | 14,300.00 | | 0024 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | 134 | LNFT | 120.00 | 16,080.00 | 140.00 | 18,760.00 | 155.00 | 20,770.00 | 150.00 | 20,100.00 | | 0025 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | 40 | LNFT | 120.00 | 4,800.00 | 200.00 | 8,000.00 | 160.00 | 6,400.00 | 175.00 | 7,000.00 | | 0026 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 337.5 | LNFT | 24.00 | 8,100.00 | 40.00 | 13,500.00 | 40.00 | 13,500.00 | 32.00 | 10,800.00 | | 0027 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 175 | LNFT | 110.00 | 19,250.00 | 115.00 | 20,125.00 | 125.00 | 21,875.00 | 130.00 | 22,750.00 | | 0028 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 3 | EACH | 2,950.00 | 8,850.00 | 3,300.00 | 9,900.00 | 3,500.00 | 10,500.00 | 4,200.00 | 12,600.00 | | 0029 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 1 | EACH | 3,350.00 | 3,350.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,200.00 | 4,200.00 | | 0030 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 2 | EACH | 2,950.00 | 5,900.00 | 3,300.00 | 6,600.00 | 3,300.00 | 6,600.00 | 4,200.00 | 8,400.00 | | 0031 | 705-01-00100 | Barbed Wire Fence | 147 | LNFT | 15.00 | 2,205.00 | 16.00 | 2,352.00 | 27.00 | 3,969.00 | 17.50 | 2,572.50 | | 0032 | 706-02-00100 | Concrete Drive (4" Thick) | 209 | SQYD | 90.00 | 18,810.00 | 200.00 | 41,800.00 | 130.00 | 27,170.00 | 90.00 | 18,810.00 | | 0033 | 708-01-00100 | Right-of-Way Monument | 36 | EACH | 650.00 | 23,400.00 | 800.00 | 28,800.00 | 700.00 | 25,200.00 | 700.00 | 25,200.00 | | 0034 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 1,128 | SQYD | 90.00 | 101,520.00 | 120.00 | 135,360.00 | 90.00 | 101,520.00 | 110.00 | 124,080.00 | | 0035 | 711-04-00100 | Geotextile Fabric | 1,128 | SQYD | 4.00 | 4,512.00 | 10.00 | 11,280.00 | 4.50 | 5,076.00 | 5.50 | 6,204.00 | | 0036 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 110,000.00 | 110,000.00 | 75,000.00 | 75,000.00 | | 0037 | 717-01-00100 | Seeding | 93 | LB | 25.00 | 2,325.00 | 26.00 | 2,418.00 | 18.00 | 1,674.00 | 30.00 | 2,790.00 | | 0038 | 718-01-00100 | Fertilizer | 3,100 | LB | 1.00 | 3,100.00 | 1.00 | 3,100.00 | 0.85 | 2,635.00 | 1.25 | 3,875.00 | | 0039 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 872 | SQYD | 2.00 | 1,744.00 | 2.25 | 1,962.00 | 1.50 | 1,308.00 | 2.25 | 1,962.00 | | 0040 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 469 | SQYD | 5.00 | 2,345.00 | 5.50 | 2,579.50 | 1.75 | 820.75 | 5.50 | 2,579.50 | | 0041 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 55,000.00 | 55,000.00 | 24,000.00 | 24,000.00 | | 0042 | 725-01-00100 | Temporary Detour Roads | 1,899.3 | SQYD | 170.00 | 322,881.00 | 210.00 | 398,853.00 | 250.00 | 474,825.00 | 160.00 | 303,888.00 | | 0043 | 726-01-00100 | Bedding Material | 22 | CUYD | 100.00 | 2,200.00 | 200.00 | 4,400.00 | 170.00 | 3,740.00 | 80.00 | 1,760.00 | | 0044 | 727-01-00100 | Mobilization | 1 | LUMP | 700,000.00 | 700,000.00 | 800,000.00 | 800,000.00 | 500,000.00 | 500,000.00 | 930,000.00 | 930,000.00 | | 0045 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 95.00 | 760.00 | 80.00 | 640.00 | 85.00 | 680.00 | 85.00 | 680.00 | | 0046 | 731-02-00100 | Reflectorized Raised Pavement Markers | 96 | EACH | 8.50 | 816.00 | 14.00 | 1,344.00 | 16.00 | 1,536.00 | 22.00 | 2,112.00 | | 0047 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.021 | MILE | 5,000.00 | 5,105.00 | 9,000.00 | 9,189.00 | 10,000.00 | 10,210.00 | 11,000.00 | 11,231.00 | | 0048 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.362 | MILE | 2,500.00 | 905.00 | 3,200.00 | 1,158.40 | 3,700.00 | 1,339.40 | 5,500.00 | 1,991.00 | | 0049 | 735-01-00100 | Mailboxes | 14 | EACH | 25.00 | 350.00 | 15.00 | 210.00 | 15.00 | 210.00 | 27.00 | 378.00 | | 0050 | 735-02-00100 | Mailbox Supports (Single) | 10 | EACH | 195.00 | 1,950.00 | 260.00 | 2,600.00 | 290.00 | 2,900.00 | 210.00 | 2,100.00 | | 0051 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 225.00 | 225.00 | 350.00 | 350.00 | 400.00 | 400.00 | 240.00 | 240.00 | | 0052 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | 48,000.00 | 48,000.00 | 250,000.00 | 250,000.00 | | 0053 | 740-02-00100 | Utility Oversight and Coordination | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 10,000.00 | 10,000.00 | | 0054 | 802-02-00100 | Permanent Sheeting (Steel) | 6,620 | SQFT | 80.00 | 529,600.00 | 60.00 | 397,200.00 | 95.00 | 628,900.00 | 80.00 | 529,600.00 | | 0055 | 804-01-00400 | Precast Concrete Piles (18") | 7,750 | LNFT | 100.00 | 775,000.00 | 130.00 | 1,007,500.00 | 145.00 | 1,123,750.00 | 140.00 | 1,085,000.00 | | 0056 | 804-10-00400 | Precast Concrete Indicator Piles (18") | 2 | EACH | 150,000.00 | 300,000.00 | 100,000.00 | 200,000.00 | 19,000.00 | 38,000.00 | 50,000.00 | 100,000.00 | | 0057 | 804-14-00100 | Dynamic Monitoring Assistance | 14 | EACH | 1,600.00 | 22,400.00 | 5,000.00 | 70,000.00 | 2,500.00 | 35,000.00 | 3,500.00 | 49,000.00 | | 0058 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | | 0059 | 804-18-00100 | Vibration Monitoring | 35 | DAY | 800.00 | 28,000.00 | 1,000.00 | 35,000.00 | 900.00 | 31,500.00 | 700.00 | 24,500.00 | | 0060 | 805-01-00100 | Class A1 Concrete (Slab Span) | 641.89 | CUYD | 900.00 | 577,701.00 | 1,100.00 | 706,079.00 | 2,150.00 | 1,380,063.50 | 1,750.00 | 1,123,307.50 | | 0061 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 184.72 | CUYD | 1,700.00 | 314,024.00 | 3,000.00 | 554,160.00 | 3,200.00 | 591,104.00 | 2,000.00 | 369,440.00 | | 0062 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 5,453.36 | SQFT | 0.60 | 3,272.02 | 3.00 | 16,360.08 | 2.20 | 11,997.39 | 2.00 | 10,906.72 | | 0063 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 5,453.36 | SQFT | 1.20 | 6,544.03 | 4.00 | 21,813.44 | 3.20 | 17,450.75 | 2.00 | 10,906.72 | | 0064 | 806-01-00100 | Deformed Reinforcing Steel | 161,772 | LB | 1.90 | 307,366.80 | 2.00 | 323,544.00 | 1.80 | 291,189.60 | 1.75 | 283,101.00 | | 0065 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 800 | LNFT | 130.00 | 104,000.00 | 225.00 | 180,000.00 | 180.00 | 144,000.00 | 250.00 | 200,000.00 | | 0066 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 5,120 | SQFT | 90.00 | 460,800.00 | 110.00 | 563,200.00 | 125.00 | 640,000.00 | 120.00 | 614,400.00 | | 0067 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 544 | SFIN | 90.00 | 48,960.00 | 100.00 | 54,400.00 | 95.00 | 51,680.00 | 100.00 | 54,400.00 | | 0068 | 815-03-00300 | Joint Seal (Poured) | 764 | LNFT | 20.00 | 15,280.00 | 22.00 | 16,808.00 | 18.50 | 14,134.00 | 16.00 | 12,224.00 | | 0069 | 817-01-00100 | Temporary Detour Bridge (Concrete) 160'-0" Detour Bridge | 4,267 | SQFT | 160.00 | 682,720.00 | 240.00 | 1,024,080.00 | 290.00 | 1,237,430.00 | 275.00 | 1,173,425.00 | | 0070 | NS-201-00005 | Arborist Services | 1 | LUMP | 5,000.00 | 5,000.00 | 17,500.00 | 17,500.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | | 0071 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 384 | LNFT | 5.00 | 1,920.00 | 7.00 | 2,688.00 | 5.80 | 2,227.20 | 27.00 | 10,368.00 | | 0072 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 640 | LNFT | 3.00 | 1,920.00 | 4.00 | 2,560.00 | 3.50 | 2,240.00 | 13.00 | 8,320.00 | | 0073 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 1,403 | INLF | 2.00 | 2,806.00 | 3.50 | 4,910.50 | 2.30 | 3,226.90 | 2.50 | 3,507.50 | | 0074 | NS-700-00840 | Impact Attenuator (Reusable, Test Level 3) | 2 | EACH | 30,000.00 | 60,000.00 | 12,500.00 | 25,000.00 | 42,000.00 | 84,000.00 | 37,500.00 | 75,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 7,294,692.15 | | 8,973,479.82 | | 9,324,099.79 | | 9,353,004.97 |
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