Proposal:H.011250.6
Parish:Madison
Routes:I-20
Description:I-20: DELTA SCALES - MS RIVER BRIDGE
Type Construction:GRADING, CLASS II BASE COURSE, PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$4,550,100.80
Maximum Number of Days Allowed for Construction:9999
Calculated Daily User Cost:$3,000.00
| Rank | License | Bidder | Construction Bid | Bidder's Proposed
Contract Time | Total Bid |
| 1 | 34567 | James Construction Group LLC | $3,606,362.98 | 130.00 | $3,996,362.98 |
| 2 | 36936 | Dirtworks Inc Of Vicksburg | $4,290,285.95 | 150.00 | $4,740,285.95 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $4,105,255.30 | 240.00 | $4,825,255.30 |
| 4 | 38936 | SOUTHERN INDUSTRIAL CONTRACTORS LLC | $4,150,628.71 | 270.00 | $4,960,628.71 |
| 5 | 58815 | Simmons Erosion Control, Inc. | $4,004,298.58 | 384.00 | $5,156,298.58 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
James Construction Group LLC | - 2 -
Dirtworks Inc Of Vicksburg | - 3 -
JB JAMES CONSTRUCTION LLC | - 4 -
SOUTHERN INDUSTRIAL CONTRACTORS LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 11,000.00 | 11,000.00 | 25,000.00 | 25,000.00 | | 0002 | 202-02-00020 | Removal of CLASS II BASE COURSE | 3,970 | SQYD | 3.00 | 11,910.00 | 4.00 | 15,880.00 | 7.00 | 27,790.00 | 6.50 | 25,805.00 | | 0003 | 202-02-00020 | Removal of Composite Pavement | 15 | SQYD | 235.00 | 3,525.00 | 100.00 | 1,500.00 | 100.00 | 1,500.00 | 1,000.00 | 15,000.00 | | 0004 | 202-02-00020 | Removal of Incidental Concrete Pavement (Guard Rail Pads) | 559 | SQYD | 42.00 | 23,478.00 | 16.00 | 8,944.00 | 20.00 | 11,180.00 | 10.00 | 5,590.00 | | 0005 | 202-02-00030 | Removal of Permanent Concrete Median Barrier | 1,894 | LNFT | 14.00 | 26,516.00 | 30.00 | 56,820.00 | 15.00 | 28,410.00 | 26.40 | 50,001.60 | | 0006 | 202-02-14500 | Removal of Guard Rail | 338 | LNFT | 13.50 | 4,563.00 | 6.00 | 2,028.00 | 12.00 | 4,056.00 | 10.00 | 3,380.00 | | 0007 | 202-02-18000 | Removal of Impact Attenuator | 1 | EACH | 2,570.00 | 2,570.00 | 1,200.00 | 1,200.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | | 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 19,857 | SQYD | 18.00 | 357,426.00 | 16.00 | 317,712.00 | 21.00 | 416,997.00 | 19.68 | 390,785.76 | | 0009 | 203-01-00100 | General Excavation | 180 | CUYD | 12.00 | 2,160.00 | 20.00 | 3,600.00 | 30.00 | 5,400.00 | 15.00 | 2,700.00 | | 0010 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 552 | CUYD | 132.00 | 72,864.00 | 60.00 | 33,120.00 | 170.00 | 93,840.00 | 97.50 | 53,820.00 | | 0011 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 3,970 | SQYD | 22.00 | 87,340.00 | 20.00 | 79,400.00 | 27.00 | 107,190.00 | 19.84 | 78,764.80 | | 0012 | 601-01-01100 | Portland Cement Concrete Pavement (13" Thick) | 12,370 | SQYD | 88.50 | 1,094,745.00 | 110.00 | 1,360,700.00 | 101.00 | 1,249,370.00 | 98.30 | 1,215,971.00 | | 0013 | 601-03-01700 | Portland Cement Concrete Shoulder (13" Thick) | 7,948 | SQYD | 88.50 | 703,398.00 | 110.00 | 874,280.00 | 105.00 | 834,540.00 | 98.30 | 781,288.40 | | 0014 | 602-08-00100 | Grinding Concrete Pavement | 500 | SQYD | 18.00 | 9,000.00 | 25.00 | 12,500.00 | 33.00 | 16,500.00 | 50.00 | 25,000.00 | | 0015 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 31.3 | LNFT | 75.00 | 2,347.50 | 70.00 | 2,191.00 | 43.00 | 1,345.90 | 52.00 | 1,627.60 | | 0016 | 704-03-00100 | Blocked Out Guard Rail | 218.8 | LNFT | 20.00 | 4,376.00 | 26.00 | 5,688.80 | 19.50 | 4,266.60 | 24.58 | 5,378.10 | | 0017 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 31.3 | LNFT | 100.00 | 3,130.00 | 140.00 | 4,382.00 | 94.00 | 2,942.20 | 115.00 | 3,599.50 | | 0018 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 12.5 | LNFT | 40.00 | 500.00 | 50.00 | 625.00 | 47.00 | 587.50 | 58.50 | 731.25 | | 0019 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 25 | LNFT | 75.00 | 1,875.00 | 90.00 | 2,250.00 | 66.00 | 1,650.00 | 80.00 | 2,000.00 | | 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,500.00 | 5,000.00 | 2,600.00 | 5,200.00 | 2,200.00 | 4,400.00 | 2,500.00 | 5,000.00 | | 0021 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 559 | SQYD | 50.00 | 27,950.00 | 45.00 | 25,155.00 | 52.00 | 29,068.00 | 60.00 | 33,540.00 | | 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 45,000.00 | 45,000.00 | 75,000.00 | 75,000.00 | | 0023 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.303 | MILE | 500.00 | 1,151.50 | 750.00 | 1,727.25 | 500.00 | 1,151.50 | 600.00 | 1,381.80 | | 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.75 | MILE | 800.00 | 8,600.00 | 950.00 | 10,212.50 | 800.00 | 8,600.00 | 960.00 | 10,320.00 | | 0025 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 383 | EACH | 850.00 | 325,550.00 | 800.00 | 306,400.00 | 850.00 | 325,550.00 | 1,000.00 | 383,000.00 | | 0026 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 840 | EACH | 50.00 | 42,000.00 | 60.00 | 50,400.00 | 45.00 | 37,800.00 | 100.00 | 84,000.00 | | 0027 | 716-01-00100 | Mulch (Vegetative) | 2.1 | TON | 1,000.00 | 2,100.00 | 1,300.00 | 2,730.00 | 1,000.00 | 2,100.00 | 1,600.00 | 3,360.00 | | 0028 | 717-01-00100 | Seeding | 62 | LB | 25.00 | 1,550.00 | 12.00 | 744.00 | 25.00 | 1,550.00 | 12.50 | 775.00 | | 0029 | 718-01-00100 | Fertilizer | 1,040 | LB | 0.75 | 780.00 | 1.00 | 1,040.00 | 0.80 | 832.00 | 1.50 | 1,560.00 | | 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 352,750.00 | 352,750.00 | 300,000.00 | 300,000.00 | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | | 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 3 | EACH | 75.00 | 225.00 | 100.00 | 300.00 | 100.00 | 300.00 | 100.00 | 300.00 | | 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,175 | EACH | 7.00 | 8,225.00 | 9.00 | 10,575.00 | 7.00 | 8,225.00 | 8.50 | 9,987.50 | | 0033 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.834 | MILE | 6,494.00 | 24,898.00 | 7,100.00 | 27,221.40 | 6,500.00 | 24,921.00 | 7,800.00 | 29,905.20 | | 0034 | 732-03-02101 | Plastic Pavement Striping (Broken Line) (4" W) (Preformed Tape Retroreflectivity I or Thermo 90 mil)(Black Contrast) | 1.155 | MILE | 2,511.00 | 2,900.21 | 3,200.00 | 3,696.00 | 2,600.00 | 3,003.00 | 3,000.00 | 3,465.00 | | 0035 | 732-05-00100 | Removal of Existing Markings | 1.536 | MILE | 5,977.00 | 9,180.67 | 7,000.00 | 10,752.00 | 6,100.00 | 9,369.60 | 7,200.00 | 11,059.20 | | 0036 | 733-01-00200 | Concrete Roadway Barrier (Double Faced) | 1,894 | LNFT | 50.00 | 94,700.00 | 250.00 | 473,500.00 | 72.00 | 136,368.00 | 70.00 | 132,580.00 | | 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | | 0038 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 1,118 | INLF | 0.75 | 838.50 | 1.00 | 1,118.00 | 1.00 | 1,118.00 | 1.00 | 1,118.00 | | 0039 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 61,334 | INLF | 0.90 | 55,200.60 | 1.00 | 61,334.00 | 1.00 | 61,334.00 | 1.00 | 61,334.00 | | 0040 | NS-700-00180 | Impact Attenuator (Construction Zone) | 4 | EACH | 7,500.00 | 30,000.00 | 4,300.00 | 17,200.00 | 12,500.00 | 50,000.00 | 15,000.00 | 60,000.00 | | 0041 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 4 | EACH | 1,500.00 | 6,000.00 | 1,600.00 | 6,400.00 | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 | | 0042 | NS-700-00220 | Impact Attenuator (Kinetic; Test Level 3) | 1 | EACH | 18,500.00 | 18,500.00 | 22,000.00 | 22,000.00 | 19,000.00 | 19,000.00 | 25,000.00 | 25,000.00 | | 0043 | NS-713-00008 | Portable Changeable Message Sign | 4 | EACH | 3,750.00 | 15,000.00 | 5,000.00 | 20,000.00 | 19,000.00 | 76,000.00 | 10,000.00 | 40,000.00 | | 0044 | NS-724-00005 | Rumble Strips (Shoulder) | 1.6 | MILE | 525.00 | 840.00 | 2,350.00 | 3,760.00 | 10,000.00 | 16,000.00 | 2,500.00 | 4,000.00 | | 0045 | NS-MSC-00263 | Weigh In Motion (WIM) System Repair | 1 | LUMP | 70,700.00 | 70,700.00 | 76,000.00 | 76,000.00 | 75,000.00 | 75,000.00 | 100,000.00 | 100,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,606,362.98 | | 4,290,285.95 | | 4,105,255.30 | | 4,150,628.71 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Simmons Erosion Control, Inc. | | Unit Price | Total
Amount | | 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 | | 0002 | 202-02-00020 | Removal of CLASS II BASE COURSE | 3,970 | SQYD | 9.00 | 35,730.00 | | 0003 | 202-02-00020 | Removal of Composite Pavement | 15 | SQYD | 50.00 | 750.00 | | 0004 | 202-02-00020 | Removal of Incidental Concrete Pavement (Guard Rail Pads) | 559 | SQYD | 18.00 | 10,062.00 | | 0005 | 202-02-00030 | Removal of Permanent Concrete Median Barrier | 1,894 | LNFT | 25.00 | 47,350.00 | | 0006 | 202-02-14500 | Removal of Guard Rail | 338 | LNFT | 15.00 | 5,070.00 | | 0007 | 202-02-18000 | Removal of Impact Attenuator | 1 | EACH | 1,250.00 | 1,250.00 | | 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 19,857 | SQYD | 23.50 | 466,639.50 | | 0009 | 203-01-00100 | General Excavation | 180 | CUYD | 38.00 | 6,840.00 | | 0010 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 552 | CUYD | 100.00 | 55,200.00 | | 0011 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 3,970 | SQYD | 25.00 | 99,250.00 | | 0012 | 601-01-01100 | Portland Cement Concrete Pavement (13" Thick) | 12,370 | SQYD | 100.00 | 1,237,000.00 | | 0013 | 601-03-01700 | Portland Cement Concrete Shoulder (13" Thick) | 7,948 | SQYD | 95.00 | 755,060.00 | | 0014 | 602-08-00100 | Grinding Concrete Pavement | 500 | SQYD | 25.00 | 12,500.00 | | 0015 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 31.3 | LNFT | 60.00 | 1,878.00 | | 0016 | 704-03-00100 | Blocked Out Guard Rail | 218.8 | LNFT | 25.00 | 5,470.00 | | 0017 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 31.3 | LNFT | 140.00 | 4,382.00 | | 0018 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 12.5 | LNFT | 60.00 | 750.00 | | 0019 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 25 | LNFT | 75.00 | 1,875.00 | | 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,800.00 | 5,600.00 | | 0021 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 559 | SQYD | 45.00 | 25,155.00 | | 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 68,000.00 | 68,000.00 | | 0023 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.303 | MILE | 625.00 | 1,439.38 | | 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.75 | MILE | 1,000.00 | 10,750.00 | | 0025 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 383 | EACH | 500.00 | 191,500.00 | | 0026 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 840 | EACH | 60.00 | 50,400.00 | | 0027 | 716-01-00100 | Mulch (Vegetative) | 2.1 | TON | 240.00 | 504.00 | | 0028 | 717-01-00100 | Seeding | 62 | LB | 15.00 | 930.00 | | 0029 | 718-01-00100 | Fertilizer | 1,040 | LB | 1.60 | 1,664.00 | | 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 400,000.00 | 400,000.00 | | 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 3 | EACH | 95.00 | 285.00 | | 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,175 | EACH | 9.00 | 10,575.00 | | 0033 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.834 | MILE | 8,100.00 | 31,055.40 | | 0034 | 732-03-02101 | Plastic Pavement Striping (Broken Line) (4" W) (Preformed Tape Retroreflectivity I or Thermo 90 mil)(Black Contrast) | 1.155 | MILE | 3,100.00 | 3,580.50 | | 0035 | 732-05-00100 | Removal of Existing Markings | 1.536 | MILE | 7,500.00 | 11,520.00 | | 0036 | 733-01-00200 | Concrete Roadway Barrier (Double Faced) | 1,894 | LNFT | 64.00 | 121,216.00 | | 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 48,700.00 | 48,700.00 | | 0038 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 1,118 | INLF | 1.15 | 1,285.70 | | 0039 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 61,334 | INLF | 1.15 | 70,534.10 | | 0040 | NS-700-00180 | Impact Attenuator (Construction Zone) | 4 | EACH | 8,700.00 | 34,800.00 | | 0041 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 4 | EACH | 1,900.00 | 7,600.00 | | 0042 | NS-700-00220 | Impact Attenuator (Kinetic; Test Level 3) | 1 | EACH | 23,300.00 | 23,300.00 | | 0043 | NS-713-00008 | Portable Changeable Message Sign | 4 | EACH | 11,200.00 | 44,800.00 | | 0044 | NS-724-00005 | Rumble Strips (Shoulder) | 1.6 | MILE | 655.00 | 1,048.00 | | 0045 | NS-MSC-00263 | Weigh In Motion (WIM) System Repair | 1 | LUMP | 85,000.00 | 85,000.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 4,004,298.58 |
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