Proposal:H.000710.6-R2
Parish:East Baton Rouge
Routes:LA 964
Description:COMITE RIVER DIVERSION BRIDGE
Type Construction:CLEARING AND GRUBBING, EXCAVATION AND EMBANKMENT, BEDDING MATERIAL, RIPRAP, CABLED ARTICULATED CONCRETE BLOCK MATTRESS, TEMPORARY DETOUR ROAD, MILLING ASPHALT CONCRETE, CLASS II BASE COURSE, LIME TREATMENT, PAVEMENT WIDENING, GRADING, DRAINAGE STRUCTURES, ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, PRECAST-PRESTRESSED CONCRETE GIRDERS SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$30,336,245.85
| Rank | License | Bidder | Construction Bid |
| 1 | 55950 | Brown Industrial Construction, LLC | $21,902,879.22 |
| 2 | 39462 | JB JAMES CONSTRUCTION LLC | $23,267,473.05 |
| 3 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $23,966,055.18 |
| 4 | 34567 | James Construction Group LLC | $28,682,329.22 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Brown Industrial Construction, LLC | - 2 -
JB JAMES CONSTRUCTION LLC | - 3 -
GILCHRIST CONSTRUCTION COMPANY, LLC | - 4 -
James Construction Group LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 950,000.00 | 950,000.00 | 2,000,000.00 | 2,000,000.00 | 750,000.00 | 750,000.00 | 750,000.00 | 750,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 160,000.00 | 160,000.00 | 54,000.00 | 54,000.00 | 100,000.00 | 100,000.00 | 263,800.00 | 263,800.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 90 | SQYD | 9.70 | 873.00 | 70.00 | 6,300.00 | 90.00 | 8,100.00 | 120.00 | 10,800.00 | | 0004 | 202-02-02020 | Removal of Asphalt Pavement | 20,955.5 | SQYD | 6.20 | 129,924.10 | 6.00 | 125,733.00 | 5.00 | 104,777.50 | 5.00 | 104,777.50 | | 0005 | 202-02-03010 | Removal of Base – Recycled PCC or Stone | 22,175.2 | SQYD | 4.40 | 97,570.88 | 4.00 | 88,700.80 | 6.00 | 133,051.20 | 5.00 | 110,876.00 | | 0006 | 202-02-05000 | Removal of Building (Sta. 209+28, Rt., One Story House) | 1 | EACH | 48,000.00 | 48,000.00 | 300,000.00 | 300,000.00 | 100,000.00 | 100,000.00 | 45,000.00 | 45,000.00 | | 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 196 | SQYD | 10.70 | 2,097.20 | 15.00 | 2,940.00 | 35.00 | 6,860.00 | 60.00 | 11,760.00 | | 0008 | 202-02-12000 | Removal of Fence | 4,647 | LNFT | 6.60 | 30,670.20 | 3.00 | 13,941.00 | 6.00 | 27,882.00 | 11.00 | 51,117.00 | | 0009 | 203-01-00100 | General Excavation | 606,513 | CUYD | 6.00 | 3,639,078.00 | 6.00 | 3,639,078.00 | 6.25 | 3,790,706.25 | 9.00 | 5,458,617.00 | | 0010 | 203-03-00100 | Embankment | 43,155 | CUYD | 6.35 | 274,034.25 | 9.00 | 388,395.00 | 6.50 | 280,507.50 | 25.00 | 1,078,875.00 | | 0011 | 203-04-00100 | Nonplastic Embankment | 40 | CUYD | 168.00 | 6,720.00 | 250.00 | 10,000.00 | 280.00 | 11,200.00 | 600.00 | 24,000.00 | | 0012 | 204-02-00100 | Temporary Hay Bales | 35 | EACH | 35.00 | 1,225.00 | 26.00 | 910.00 | 18.00 | 630.00 | 76.00 | 2,660.00 | | 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 21 | EACH | 200.00 | 4,200.00 | 150.00 | 3,150.00 | 160.00 | 3,360.00 | 225.00 | 4,725.00 | | 0014 | 204-06-00100 | Temporary Silt Fencing | 11,258 | LNFT | 2.00 | 22,516.00 | 3.00 | 33,774.00 | 3.00 | 33,774.00 | 6.00 | 67,548.00 | | 0015 | 302-02-04070 | Class II Base Course (4" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 63 | SQYD | 56.56 | 3,563.28 | 50.00 | 3,150.00 | 130.00 | 8,190.00 | 400.00 | 25,200.00 | | 0016 | 302-02-08560 | Class II Base Course (8-1/2" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | 11,008.1 | SQYD | 29.00 | 319,234.90 | 24.00 | 264,194.40 | 32.50 | 357,763.25 | 35.00 | 385,283.50 | | 0017 | 304-01-00100 | Lime | 145.3 | TON | 253.00 | 36,760.90 | 200.00 | 29,060.00 | 260.00 | 37,778.00 | 275.00 | 39,957.50 | | 0018 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 9,418 | SQYD | 3.15 | 29,666.70 | 3.00 | 28,254.00 | 5.00 | 47,090.00 | 5.00 | 47,090.00 | | 0019 | 401-01-00100 | Aggregate Surface Course (Net Section) | 77.4 | CUYD | 159.00 | 12,306.60 | 150.00 | 11,610.00 | 110.00 | 8,514.00 | 400.00 | 30,960.00 | | 0020 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 200 | CUYD | 132.00 | 26,400.00 | 120.00 | 24,000.00 | 65.00 | 13,000.00 | 300.00 | 60,000.00 | | 0021 | 502-01-00100 | Asphalt Concrete | 2,787.8 | TON | 120.00 | 334,536.00 | 116.00 | 323,384.80 | 200.00 | 557,560.00 | 211.40 | 589,340.92 | | 0022 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 122 | TON | 220.00 | 26,840.00 | 216.00 | 26,352.00 | 200.00 | 24,400.00 | 317.10 | 38,686.20 | | 0023 | 509-01-00100 | Milling Asphalt Pavement | 4,767 | SQYD | 5.50 | 26,218.50 | 5.00 | 23,835.00 | 5.00 | 23,835.00 | 5.29 | 25,217.43 | | 0024 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -397 | CUYD | 0.01 | -3.97 | 0.01 | -3.97 | 1.00 | -397.00 | 2.00 | -794.00 | | 0025 | 510-05-00100 | Pavement Widening | 159.5 | TON | 200.00 | 31,900.00 | 185.00 | 29,507.50 | 250.00 | 39,875.00 | 317.10 | 50,577.45 | | 0026 | 701-01-01120 | Cross Drain Pipe (60" RCP) | 588 | LNFT | 290.00 | 170,520.00 | 480.00 | 282,240.00 | 300.00 | 176,400.00 | 298.00 | 175,224.00 | | 0027 | 701-01-02003 | Cross Drain Pipe (24" RCP/RPVCP or 30" CMP) | 84 | LNFT | 150.00 | 12,600.00 | 250.00 | 21,000.00 | 160.00 | 13,440.00 | 153.00 | 12,852.00 | | 0028 | 701-01-02006 | Cross Drain Pipe (24" RCP/RPVCP/CMP) | 66 | LNFT | 115.00 | 7,590.00 | 220.00 | 14,520.00 | 115.00 | 7,590.00 | 116.00 | 7,656.00 | | 0029 | 701-01-02200 | Cross Drain Pipe (54" RCP or 60" CMP) | 308 | LNFT | 400.00 | 123,200.00 | 400.00 | 123,200.00 | 425.00 | 130,900.00 | 397.00 | 122,276.00 | | 0030 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 74 | LNFT | 240.00 | 17,760.00 | 410.00 | 30,340.00 | 250.00 | 18,500.00 | 245.00 | 18,130.00 | | 0031 | 701-03-01042 | Storm Drain Pipe (24" RCP/RPVCP) | 32 | LNFT | 210.00 | 6,720.00 | 320.00 | 10,240.00 | 210.00 | 6,720.00 | 213.00 | 6,816.00 | | 0032 | 701-03-01102 | Storm Drain Pipe (48" RCP/RPVCP) | 36 | LNFT | 210.00 | 7,560.00 | 360.00 | 12,960.00 | 225.00 | 8,100.00 | 211.40 | 7,610.40 | | 0033 | 701-05-01122 | Side Drain Pipe (42" RCP/RPVCP/CMP) | 176 | LNFT | 165.00 | 29,040.00 | 270.00 | 47,520.00 | 165.00 | 29,040.00 | 162.00 | 28,512.00 | | 0034 | 701-05-01142 | Side Drain Pipe (48" RCP/RPVCP/CMP) | 140 | LNFT | 210.00 | 29,400.00 | 280.00 | 39,200.00 | 220.00 | 30,800.00 | 211.40 | 29,596.00 | | 0036 | 701-10-01140 | Reinforced Concrete Pipe (Extension) (48") | 32 | LNFT | 210.00 | 6,720.00 | 470.00 | 15,040.00 | 220.00 | 7,040.00 | 211.40 | 6,764.80 | | 0037 | 702-02-00900 | Manholes (MH-14X Open) | 1 | EACH | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | 42,000.00 | 42,000.00 | 40,588.80 | 40,588.80 | | 0039 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 587.5 | LNFT | 32.00 | 18,800.00 | 36.00 | 21,150.00 | 39.00 | 22,912.50 | 39.00 | 22,912.50 | | 0040 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 115.00 | 11,500.00 | 107.00 | 10,700.00 | 110.00 | 11,000.00 | 115.00 | 11,500.00 | | 0041 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 4 | EACH | 2,950.00 | 11,800.00 | 3,000.00 | 12,000.00 | 3,200.00 | 12,800.00 | 3,241.00 | 12,964.00 | | 0042 | 705-01-00100 | Barbed Wire Fence | 941 | LNFT | 10.00 | 9,410.00 | 14.00 | 13,174.00 | 16.00 | 15,056.00 | 11.00 | 10,351.00 | | 0043 | 706-02-00200 | Concrete Drive (6" Thick) | 208.4 | SQYD | 100.00 | 20,840.00 | 80.00 | 16,672.00 | 125.00 | 26,050.00 | 211.00 | 43,972.40 | | 0044 | 708-01-00100 | Right-of-Way Monument | 9 | EACH | 400.00 | 3,600.00 | 400.00 | 3,600.00 | 385.00 | 3,465.00 | 317.10 | 2,853.90 | | 0045 | 708-02-00100 | Right-of-Way Monument Witness Post | 9 | EACH | 400.00 | 3,600.00 | 400.00 | 3,600.00 | 385.00 | 3,465.00 | 317.10 | 2,853.90 | | 0046 | 711-01-02020 | Riprap (10 lb, 12" Thick) | 200 | SQYD | 70.00 | 14,000.00 | 100.00 | 20,000.00 | 70.00 | 14,000.00 | 70.00 | 14,000.00 | | 0047 | 711-04-00100 | Geotextile Fabric | 84,026 | SQYD | 2.90 | 243,675.40 | 3.00 | 252,078.00 | 3.35 | 281,487.10 | 5.00 | 420,130.00 | | 0048 | 712-05-00100 | Cabled Articulated Concrete Block Mattress | 3,783 | SQYD | 72.00 | 272,376.00 | 180.00 | 680,940.00 | 85.00 | 321,555.00 | 135.00 | 510,705.00 | | 0049 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 290,000.00 | 290,000.00 | 250,000.00 | 250,000.00 | 100,000.00 | 100,000.00 | | 0050 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 11,726 | LNFT | 0.75 | 8,794.50 | 0.80 | 9,380.80 | 1.50 | 17,589.00 | 0.79 | 9,263.54 | | 0051 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 179 | EACH | 16.00 | 2,864.00 | 16.00 | 2,864.00 | 22.00 | 3,938.00 | 17.00 | 3,043.00 | | 0052 | 716-01-00100 | Mulch (Vegetative) | 77.4 | TON | 490.00 | 37,926.00 | 765.00 | 59,211.00 | 800.00 | 61,920.00 | 788.00 | 60,991.20 | | 0053 | 717-01-00100 | Seeding | 1,161 | LB | 11.50 | 13,351.50 | 16.00 | 18,576.00 | 17.00 | 19,737.00 | 17.00 | 19,737.00 | | 0054 | 718-01-00100 | Fertilizer | 38,700 | LB | 0.60 | 23,220.00 | 0.80 | 30,960.00 | 1.00 | 38,700.00 | 1.00 | 38,700.00 | | 0055 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 33,201 | SQYD | 1.50 | 49,801.50 | 1.70 | 56,441.70 | 2.00 | 66,402.00 | 2.00 | 66,402.00 | | 0056 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 141 | SQYD | 10.00 | 1,410.00 | 2.00 | 282.00 | 2.50 | 352.50 | 2.11 | 297.51 | | 0057 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 40,000.00 | 40,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 | | 0058 | 723-01-00100 | Granular Material (Net Section) | 1,261 | CUYD | 110.00 | 138,710.00 | 80.00 | 100,880.00 | 50.00 | 63,050.00 | 135.00 | 170,235.00 | | 0059 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.973 | MILE | 750.00 | 729.75 | 400.00 | 389.20 | 500.00 | 486.50 | 524.00 | 509.85 | | 0060 | 725-01-00100 | Temporary Detour Roads | 10,420 | SQYD | 52.00 | 541,840.00 | 50.00 | 521,000.00 | 85.00 | 885,700.00 | 110.00 | 1,146,200.00 | | 0061 | 726-01-00100 | Bedding Material (12" Thick) | 455.9 | CUYD | 89.00 | 40,575.10 | 130.00 | 59,267.00 | 90.00 | 41,031.00 | 85.00 | 38,751.50 | | 0062 | 726-01-00100 | Bedding Material (Stone) (12" Thick) (Channel) | 26,700 | CUYD | 107.00 | 2,856,900.00 | 120.00 | 3,204,000.00 | 100.00 | 2,670,000.00 | 142.00 | 3,791,400.00 | | 0063 | 727-01-00100 | Mobilization | 1 | LUMP | 2,200,000.00 | 2,200,000.00 | 2,000,000.00 | 2,000,000.00 | 2,390,000.00 | 2,390,000.00 | 2,868,000.00 | 2,868,000.00 | | 0064 | 729-16-00200 | Object Marker Assembly (Type 2) | 14 | EACH | 105.00 | 1,470.00 | 100.00 | 1,400.00 | 105.00 | 1,470.00 | 100.00 | 1,400.00 | | 0065 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 95.00 | 380.00 | 100.00 | 400.00 | 110.00 | 440.00 | 104.00 | 416.00 | | 0066 | 731-02-00100 | Reflectorized Raised Pavement Markers | 150 | EACH | 18.00 | 2,700.00 | 18.00 | 2,700.00 | 23.00 | 3,450.00 | 19.00 | 2,850.00 | | 0067 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.012 | MILE | 9,900.00 | 19,918.80 | 10,000.00 | 20,120.00 | 13,000.00 | 26,156.00 | 10,490.00 | 21,105.88 | | 0068 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.262 | MILE | 6,950.00 | 1,820.90 | 7,000.00 | 1,834.00 | 10,000.00 | 2,620.00 | 7,294.00 | 1,911.03 | | 0069 | 739-01-00100 | Hydro-Seeding | 6.7 | ACRE | 3,500.00 | 23,450.00 | 2,300.00 | 15,410.00 | 2,400.00 | 16,080.00 | 2,431.10 | 16,288.37 | | 0070 | 740-01-00100 | Construction Layout | 1 | LUMP | 235,000.00 | 235,000.00 | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | 525,470.30 | 525,470.30 | | 0071 | 804-01-00200 | Precast Concrete Piles (14") | 140 | LNFT | 240.00 | 33,600.00 | 300.00 | 42,000.00 | 225.00 | 31,500.00 | 480.00 | 67,200.00 | | 0072 | 804-01-00400 | Precast Concrete Piles (18") | 1,900 | LNFT | 130.00 | 247,000.00 | 120.00 | 228,000.00 | 150.00 | 285,000.00 | 181.00 | 343,900.00 | | 0073 | 804-01-00800 | Precast Concrete Piles (36") | 1,900 | LNFT | 576.00 | 1,094,400.00 | 400.00 | 760,000.00 | 350.00 | 665,000.00 | 394.00 | 748,600.00 | | 0074 | 804-10-00400 | Precast Concrete Indicator Piles (18") | 1 | EACH | 60,000.00 | 60,000.00 | 200,000.00 | 200,000.00 | 175,000.00 | 175,000.00 | 150,000.00 | 150,000.00 | | 0075 | 804-10-00800 | Precast Concrete Indicator Piles (36") | 1 | EACH | 77,000.00 | 77,000.00 | 400,000.00 | 400,000.00 | 175,000.00 | 175,000.00 | 190,000.00 | 190,000.00 | | 0076 | 804-14-00100 | Dynamic Monitoring Assistance | 10 | EACH | 2,800.00 | 28,000.00 | 1,500.00 | 15,000.00 | 2,000.00 | 20,000.00 | 8,700.00 | 87,000.00 | | 0077 | 805-01-00200 | Class A1 Concrete (Deck) | 387 | CUYD | 1,700.00 | 657,900.00 | 1,200.00 | 464,400.00 | 2,000.00 | 774,000.00 | 2,000.00 | 774,000.00 | | 0078 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 203 | CUYD | 1,800.00 | 365,400.00 | 1,300.00 | 263,900.00 | 2,000.00 | 406,000.00 | 3,200.00 | 649,600.00 | | 0079 | 805-08-00400 | Precast-Prestressed Concrete Girders (Type III) | 1,875 | LNFT | 200.00 | 375,000.00 | 200.00 | 375,000.00 | 216.00 | 405,000.00 | 250.00 | 468,750.00 | | 0080 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 4,147.48 | SQFT | 1.50 | 6,221.22 | 2.00 | 8,294.96 | 2.75 | 11,405.57 | 2.00 | 8,294.96 | | 0081 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 20,166.63 | SQFT | 2.00 | 40,333.26 | 2.00 | 40,333.26 | 3.50 | 70,583.21 | 1.00 | 20,166.63 | | 0082 | 806-01-00100 | Deformed Reinforcing Steel | 169,853 | LB | 1.60 | 271,764.80 | 2.00 | 339,706.00 | 1.85 | 314,228.05 | 1.65 | 280,257.45 | | 0083 | 807-04-00100 | Structural Metalwork (Estimated 2,868 pounds) | 2,868 | LUMP | 37,500.00 | 37,500.00 | 10,000.00 | 10,000.00 | 60,000.00 | 60,000.00 | 14,000.00 | 14,000.00 | | 0084 | 810-01-00100 | Concrete Bridge Railing (Standard) | 315 | LNFT | 200.00 | 63,000.00 | 100.00 | 31,500.00 | 300.00 | 94,500.00 | 175.00 | 55,125.00 | | 0085 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 315 | LNFT | 200.00 | 63,000.00 | 110.00 | 34,650.00 | 300.00 | 94,500.00 | 180.00 | 56,700.00 | | 0086 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,631.07 | SQFT | 85.00 | 308,640.95 | 80.00 | 290,485.60 | 115.00 | 417,573.05 | 140.00 | 508,349.80 | | 0087 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 295 | SFIN | 490.00 | 144,550.00 | 120.00 | 35,400.00 | 130.00 | 38,350.00 | 150.00 | 44,250.00 | | 0088 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 104 | LNFT | 330.00 | 34,320.00 | 350.00 | 36,400.00 | 540.00 | 56,160.00 | 400.00 | 41,600.00 | | 0089 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 1,476 | INLF | 1.50 | 2,214.00 | 1.00 | 1,476.00 | 5.00 | 7,380.00 | 1.00 | 1,476.00 | | 0090 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 372 | INLF | 2.50 | 930.00 | 1.00 | 372.00 | 8.00 | 2,976.00 | 2.00 | 744.00 | | 0091 | TS-711-09000 | Riprap (R-90, 12" Thick) | 80,000 | SQYD | 54.50 | 4,360,000.00 | 48.00 | 3,840,000.00 | 65.00 | 5,200,000.00 | 55.00 | 4,400,000.00 | | 0092 | 816-02-00200 | Bridge End Drain System (Closed Drain) | 2 | EACH | 8,100.00 | 16,200.00 | 10,000.00 | 20,000.00 | 21,000.00 | 42,000.00 | 35,000.00 | 70,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 21,902,879.22 | | 23,267,473.05 | | 23,966,055.18 | | 28,682,329.22 |
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