Proposal:H.008358.6-R1
Parish:St. Tammany
Routes:LA 1077
Description:BLACK BAYOU BR NEAR MADISONVILLE
Type Construction:CLEARING AND GRUBBING, REMOVAL OF TIMBER TRESTLE BRIDGE, GRADING, PAVEMENT PATCHING, CLASS II BASE COURSE, ASPHALT CONCRETE OVERLAY, PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$3,503,085.21
| Rank | License | Bidder | Construction Bid |
| 1 | 36827 | Shavers-Whittle Construction LLC | $4,291,639.25 |
| 2 | 44187 | Impetus Infrastructure LLC | $4,315,261.80 |
| 3 | 39613 | BAKER PILE DRIVING AND SITE WORK LLC | $4,370,756.74 |
| 4 | 00009 | Coastal Contractors, LLC | $4,686,270.60 |
| 5 | 39462 | JB JAMES CONSTRUCTION LLC | $6,599,466.98 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Shavers-Whittle Construction LLC | - 2 -
Impetus Infrastructure LLC | - 3 -
BAKER PILE DRIVING AND SITE WORK LLC | - 4 -
Coastal Contractors, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 2.01 | LUMP | 45,000.00 | 45,000.00 | 75,000.00 | 75,000.00 | 93,708.41 | 93,708.41 | 150,000.00 | 150,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 28,750.00 | 28,750.00 | 20,000.00 | 20,000.00 | 55,499.66 | 55,499.66 | 50,000.00 | 50,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,592.5 | SQYD | 15.00 | 23,887.50 | 30.00 | 47,775.00 | 15.30 | 24,365.25 | 86.00 | 136,955.00 | | 0004 | 202-02-04501 | Removal of Bridge Structure Number 62528521300731 (78' X 22.2' Treated Timber Trestle Bridge) | 1,732 | LUMP | 115,000.00 | 115,000.00 | 150,000.00 | 150,000.00 | 118,326.12 | 118,326.12 | 100,000.00 | 100,000.00 | | 0005 | 202-02-14500 | Removal of Guard Rail | 248 | LNFT | 25.00 | 6,200.00 | 11.00 | 2,728.00 | 16.42 | 4,072.16 | 15.00 | 3,720.00 | | 0006 | 202-02-38240 | Removal of Signs and Supports | 9 | EACH | 50.00 | 450.00 | 82.00 | 738.00 | 404.73 | 3,642.57 | 35.00 | 315.00 | | 0007 | 203-01-00100 | General Excavation | 718 | CUYD | 50.00 | 35,900.00 | 28.00 | 20,104.00 | 39.37 | 28,267.66 | 79.00 | 56,722.00 | | 0008 | 203-02-00100 | Drainage Excavation | 542 | CUYD | 60.00 | 32,520.00 | 24.00 | 13,008.00 | 43.46 | 23,555.32 | 43.00 | 23,306.00 | | 0009 | 203-03-00100 | Embankment | 865 | CUYD | 85.00 | 73,525.00 | 50.00 | 43,250.00 | 54.86 | 47,453.90 | 95.00 | 82,175.00 | | 0010 | 203-04-00200 | Nonplastic Embankment (Sand) | 584 | CUYD | 65.00 | 37,960.00 | 75.00 | 43,800.00 | 44.46 | 25,964.64 | 95.00 | 55,480.00 | | 0011 | 203-08-00100 | Geotextile Fabric | 1,302 | SQYD | 3.00 | 3,906.00 | 2.00 | 2,604.00 | 3.21 | 4,179.42 | 3.75 | 4,882.50 | | 0012 | 204-06-00100 | Temporary Silt Fencing | 2,040 | LNFT | 3.50 | 7,140.00 | 2.50 | 5,100.00 | 6.44 | 13,137.60 | 2.95 | 6,018.00 | | 0013 | 302-02-12070 | Class II Base Course (12" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 1,167.1 | SQYD | 80.00 | 93,368.00 | 75.00 | 87,532.50 | 74.00 | 86,365.40 | 72.00 | 84,031.20 | | 0014 | 502-01-00100 | Asphalt Concrete | 223 | TON | 350.00 | 78,050.00 | 325.00 | 72,475.00 | 508.30 | 113,350.90 | 263.00 | 58,649.00 | | 0015 | 502-01-00100 | Asphalt Concrete Approach Slab Asphalt | 21.9 | TON | 300.00 | 6,570.00 | 320.00 | 7,008.00 | 531.00 | 11,628.90 | 260.00 | 5,694.00 | | 0016 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 53.2 | TON | 560.00 | 29,792.00 | 680.00 | 36,176.00 | 517.00 | 27,504.40 | 551.00 | 29,313.20 | | 0017 | 510-01-00001 | Pavement Patching 10.5 Inch Minimum Thickness | 62 | SQYD | 250.00 | 15,500.00 | 290.00 | 17,980.00 | 516.17 | 32,002.54 | 235.00 | 14,570.00 | | 0018 | 704-03-00100 | Blocked Out Guard rail | 62.5 | LNFT | 26.00 | 1,625.00 | 25.00 | 1,562.50 | 38.92 | 2,432.50 | 50.00 | 3,125.00 | | 0019 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 200.00 | 20,000.00 | 200.00 | 20,000.00 | 189.74 | 18,974.00 | 135.00 | 13,500.00 | | 0020 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,400.00 | 13,600.00 | 3,400.00 | 13,600.00 | 3,299.85 | 13,199.40 | 4,000.00 | 16,000.00 | | 0021 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 695.00 | 8,340.00 | 202.00 | 2,424.00 | 791.95 | 9,503.40 | 800.00 | 9,600.00 | | 0022 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 220.00 | 2,640.00 | 202.00 | 2,424.00 | 329.95 | 3,959.40 | 250.00 | 3,000.00 | | 0023 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 237 | SQYD | 285.00 | 67,545.00 | 257.00 | 60,909.00 | 326.97 | 77,491.89 | 245.00 | 58,065.00 | | 0024 | 711-04-00100 | Geotextile Fabric | 237 | SQYD | 15.00 | 3,555.00 | 3.00 | 711.00 | 9.46 | 2,242.02 | 12.00 | 2,844.00 | | 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 23,594.40 | 23,594.40 | 38,000.00 | 38,000.00 | | 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.735 | MILE | 4,500.00 | 3,307.50 | 3,100.00 | 2,278.50 | 5,300.00 | 3,895.50 | 2,600.00 | 1,911.00 | | 0027 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 49 | EACH | 35.00 | 1,715.00 | 31.00 | 1,519.00 | 33.19 | 1,626.31 | 18.00 | 882.00 | | 0028 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 1,500.00 | 1,500.00 | 3,400.00 | 3,400.00 | 1,116.94 | 1,116.94 | 2,000.00 | 2,000.00 | | 0029 | 717-01-00100 | Seeding | 15 | LB | 120.00 | 1,800.00 | 54.00 | 810.00 | 45.66 | 684.90 | 65.00 | 975.00 | | 0030 | 718-01-00100 | Fertilizer | 500 | LB | 4.50 | 2,250.00 | 1.15 | 575.00 | 3.53 | 1,765.00 | 3.00 | 1,500.00 | | 0031 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 28,500.00 | 28,500.00 | 10,000.00 | 10,000.00 | 38,609.40 | 38,609.40 | 20,000.00 | 20,000.00 | | 0032 | 725-01-00100 | Temporary Detour Roads | 2,469.6 | SQYD | 220.00 | 543,312.00 | 90.00 | 222,264.00 | 150.00 | 370,440.00 | 220.00 | 543,312.00 | | 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 395,000.00 | 395,000.00 | 415,000.00 | 415,000.00 | 435,430.77 | 435,430.77 | 450,000.00 | 450,000.00 | | 0034 | 729-01-00100 | Sign (Type A) | 38 | SQFT | 50.00 | 1,900.00 | 50.00 | 1,900.00 | 59.21 | 2,249.98 | 50.00 | 1,900.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 275.00 | 1,100.00 | 308.00 | 1,232.00 | 412.35 | 1,649.40 | 100.00 | 400.00 | | 0036 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | 3 | EACH | 300.00 | 900.00 | 308.00 | 924.00 | 453.55 | 1,360.65 | 240.00 | 720.00 | | 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 47 | EACH | 25.00 | 1,175.00 | 31.00 | 1,457.00 | 33.62 | 1,580.14 | 20.00 | 940.00 | | 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.698 | MILE | 14,500.00 | 10,121.00 | 12,350.00 | 8,620.30 | 16,310.00 | 11,384.38 | 13,000.00 | 9,074.00 | | 0039 | 732-05-00100 | Removal of Existing Markings | 0.052 | MILE | 26,500.00 | 1,378.00 | 10,000.00 | 520.00 | 41,270.00 | 2,146.04 | 25,000.00 | 1,300.00 | | 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 95,000.00 | 95,000.00 | 200,000.00 | 200,000.00 | 111,633.00 | 111,633.00 | 38,000.00 | 38,000.00 | | 0041 | 804-01-00300 | Precast Concrete Piles (16") | 2,400 | LNFT | 185.00 | 444,000.00 | 223.00 | 535,200.00 | 186.81 | 448,344.00 | 135.00 | 324,000.00 | | 0042 | 804-10-00300 | Precast Concrete Indicator Piles (16") | 1 | EACH | 85,000.00 | 85,000.00 | 97,000.00 | 97,000.00 | 56,734.74 | 56,734.74 | 41,000.00 | 41,000.00 | | 0043 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 3,850.00 | 26,950.00 | 10,000.00 | 70,000.00 | 4,342.27 | 30,395.89 | 3,000.00 | 21,000.00 | | 0044 | 805-01-00100 | Class A1 Concrete (Slab Span) | 148.89 | CUYD | 2,500.00 | 372,225.00 | 2,500.00 | 372,225.00 | 3,274.00 | 487,465.86 | 2,500.00 | 372,225.00 | | 0045 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 36.92 | CUYD | 4,500.00 | 166,140.00 | 3,500.00 | 129,220.00 | 5,557.00 | 205,164.44 | 3,500.00 | 129,220.00 | | 0046 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 3,337 | SQFT | 3.25 | 10,845.25 | 3.00 | 10,011.00 | 8.42 | 28,097.54 | 2.25 | 7,508.25 | | 0047 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 3,337 | SQFT | 3.25 | 10,845.25 | 8.00 | 26,696.00 | 7.63 | 25,461.31 | 3.25 | 10,845.25 | | 0048 | 806-01-00100 | Deformed Reinforcing Steel Bridge | 46,967 | LB | 2.25 | 105,675.75 | 5.00 | 234,835.00 | 4.19 | 196,791.73 | 1.60 | 75,147.20 | | 0049 | 807-01-00200 | Structural Metalwork (Grade 50) | 3,888 | LUMP | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 81,433.55 | 81,433.55 | 27,000.00 | 27,000.00 | | 0050 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 795 | LUMP | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 48,200.58 | 48,200.58 | 19,000.00 | 19,000.00 | | 0051 | 810-01-00110 | Concrete Bridge Railing (32 inch Height) | 280 | LNFT | 265.00 | 74,200.00 | 250.00 | 70,000.00 | 404.68 | 113,310.40 | 240.00 | 67,200.00 | | 0052 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 2,000 | SQFT | 74.50 | 149,000.00 | 90.00 | 180,000.00 | 105.81 | 211,620.00 | 135.00 | 270,000.00 | | 0053 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 134 | SFIN | 195.00 | 26,130.00 | 200.00 | 26,800.00 | 187.79 | 25,163.86 | 182.00 | 24,388.00 | | 0054 | 815-03-00300 | Joint Seal (Poured) | 212 | LNFT | 14.50 | 3,074.00 | 25.00 | 5,300.00 | 40.98 | 8,687.76 | 50.00 | 10,600.00 | | 0055 | 817-01-00100 | Temporary Detour Bridge (Concrete) | 2,667 | SQFT | 310.00 | 826,770.00 | 280.00 | 746,760.00 | 201.95 | 538,600.65 | 450.00 | 1,200,150.00 | | 0056 | NS-300-00060 | Geogrid | 1,167 | SQYD | 6.00 | 7,002.00 | 2.00 | 2,334.00 | 7.76 | 9,055.92 | 4.00 | 4,668.00 | | 0057 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 144 | LNFT | 50.00 | 7,200.00 | 43.00 | 6,192.00 | 10.82 | 1,558.08 | 10.00 | 1,440.00 | | 0058 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 288 | LNFT | 12.50 | 3,600.00 | 15.00 | 4,320.00 | 9.72 | 2,799.36 | 5.00 | 1,440.00 | | 0059 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 160 | INLF | 20.00 | 3,200.00 | 6.00 | 960.00 | 11.73 | 1,876.80 | 3.50 | 560.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 4,291,639.25 | | 4,315,261.80 | | 4,370,756.74 | | 4,686,270.60 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
JB JAMES CONSTRUCTION LLC | | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 2.01 | LUMP | 750,000.00 | 750,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 50,000.00 | 50,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,592.5 | SQYD | 14.00 | 22,295.00 | | 0004 | 202-02-04501 | Removal of Bridge Structure Number 62528521300731 (78' X 22.2' Treated Timber Trestle Bridge) | 1,732 | LUMP | 300,000.00 | 300,000.00 | | 0005 | 202-02-14500 | Removal of Guard Rail | 248 | LNFT | 25.00 | 6,200.00 | | 0006 | 202-02-38240 | Removal of Signs and Supports | 9 | EACH | 35.00 | 315.00 | | 0007 | 203-01-00100 | General Excavation | 718 | CUYD | 55.00 | 39,490.00 | | 0008 | 203-02-00100 | Drainage Excavation | 542 | CUYD | 60.00 | 32,520.00 | | 0009 | 203-03-00100 | Embankment | 865 | CUYD | 140.00 | 121,100.00 | | 0010 | 203-04-00200 | Nonplastic Embankment (Sand) | 584 | CUYD | 100.00 | 58,400.00 | | 0011 | 203-08-00100 | Geotextile Fabric | 1,302 | SQYD | 3.00 | 3,906.00 | | 0012 | 204-06-00100 | Temporary Silt Fencing | 2,040 | LNFT | 4.00 | 8,160.00 | | 0013 | 302-02-12070 | Class II Base Course (12" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 1,167.1 | SQYD | 60.00 | 70,026.00 | | 0014 | 502-01-00100 | Asphalt Concrete | 223 | TON | 275.00 | 61,325.00 | | 0015 | 502-01-00100 | Asphalt Concrete Approach Slab Asphalt | 21.9 | TON | 275.00 | 6,022.50 | | 0016 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 53.2 | TON | 560.00 | 29,792.00 | | 0017 | 510-01-00001 | Pavement Patching 10.5 Inch Minimum Thickness | 62 | SQYD | 150.00 | 9,300.00 | | 0018 | 704-03-00100 | Blocked Out Guard rail | 62.5 | LNFT | 40.00 | 2,500.00 | | 0019 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 130.00 | 13,000.00 | | 0020 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,737.37 | 14,949.48 | | 0021 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 650.00 | 7,800.00 | | 0022 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 200.00 | 2,400.00 | | 0023 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 237 | SQYD | 300.00 | 71,100.00 | | 0024 | 711-04-00100 | Geotextile Fabric | 237 | SQYD | 10.00 | 2,370.00 | | 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 300,000.00 | 300,000.00 | | 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.735 | MILE | 2,500.00 | 1,837.50 | | 0027 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 49 | EACH | 25.00 | 1,225.00 | | 0028 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 2,000.00 | 2,000.00 | | 0029 | 717-01-00100 | Seeding | 15 | LB | 40.00 | 600.00 | | 0030 | 718-01-00100 | Fertilizer | 500 | LB | 2.00 | 1,000.00 | | 0031 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 50,000.00 | 50,000.00 | | 0032 | 725-01-00100 | Temporary Detour Roads | 2,469.6 | SQYD | 180.00 | 444,528.00 | | 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 650,000.00 | 650,000.00 | | 0034 | 729-01-00100 | Sign (Type A) | 38 | SQFT | 25.00 | 950.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | | 0036 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | 3 | EACH | 200.00 | 600.00 | | 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 47 | EACH | 25.00 | 1,175.00 | | 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.698 | MILE | 11,000.00 | 7,678.00 | | 0039 | 732-05-00100 | Removal of Existing Markings | 0.052 | MILE | 25,000.00 | 1,300.00 | | 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 400,000.00 | 400,000.00 | | 0041 | 804-01-00300 | Precast Concrete Piles (16") | 2,400 | LNFT | 320.00 | 768,000.00 | | 0042 | 804-10-00300 | Precast Concrete Indicator Piles (16") | 1 | EACH | 140,000.00 | 140,000.00 | | 0043 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 2,300.00 | 16,100.00 | | 0044 | 805-01-00100 | Class A1 Concrete (Slab Span) | 148.89 | CUYD | 2,300.00 | 342,447.00 | | 0045 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 36.92 | CUYD | 7,000.00 | 258,440.00 | | 0046 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 3,337 | SQFT | 1.50 | 5,005.50 | | 0047 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 3,337 | SQFT | 2.00 | 6,674.00 | | 0048 | 806-01-00100 | Deformed Reinforcing Steel Bridge | 46,967 | LB | 2.00 | 93,934.00 | | 0049 | 807-01-00200 | Structural Metalwork (Grade 50) | 3,888 | LUMP | 75,000.00 | 75,000.00 | | 0050 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 795 | LUMP | 10,000.00 | 10,000.00 | | 0051 | 810-01-00110 | Concrete Bridge Railing (32 inch Height) | 280 | LNFT | 230.00 | 64,400.00 | | 0052 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 2,000 | SQFT | 145.00 | 290,000.00 | | 0053 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 134 | SFIN | 200.00 | 26,800.00 | | 0054 | 815-03-00300 | Joint Seal (Poured) | 212 | LNFT | 36.00 | 7,632.00 | | 0055 | 817-01-00100 | Temporary Detour Bridge (Concrete) | 2,667 | SQFT | 350.00 | 933,450.00 | | 0056 | NS-300-00060 | Geogrid | 1,167 | SQYD | 8.00 | 9,336.00 | | 0057 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 144 | LNFT | 6.00 | 864.00 | | 0058 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 288 | LNFT | 15.00 | 4,320.00 | | 0059 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 160 | INLF | 5.00 | 800.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 6,599,466.98 |
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