Bid Tabulations
Letting of
11/17/2010
LA DOTD Headquarters
| Lead Project: 054-04-0026-R1 | |
| Parish: Jefferson Davis | |
| Routes: LA 26 | |
| Description: US 190 - LA 102 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, IN-PLACE CEMENT STABILIZED BASE COURSE, PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $4,849,286.86 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $4,095,114.58 |
| 2 | 34356 | Prairie Contractors Inc. | $4,209,177.64 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $4,600,725.60 |
| 4 | 05789 | D & J Construction Co., Inc. | $4,955,799.62 |
| 5 | 00183 | R. E. Heidt Construction Co., Inc. | $5,307,858.68 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Prairie Contractors Inc. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - D & J Construction Co., Inc. |
||||
| 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 | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 823 | LNFT | 8.00 | 6,584.00 | 4.00 | 3,292.00 | 8.00 | 6,584.00 | 10.00 | 8,230.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 585 | CUYD | 15.00 | 8,775.00 | 15.00 | 8,775.00 | 24.00 | 14,040.00 | 16.00 | 9,360.00 |
| 0004 | 303-01-00100 | In-Place Cement Stabilized Base Course (6" Thick) | 90,406 | SQYD | 4.40 | 397,786.40 | 5.35 | 483,672.10 | 4.20 | 379,705.20 | 5.10 | 461,070.60 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 764 | CUYD | 60.00 | 45,840.00 | 76.00 | 58,064.00 | 55.00 | 42,020.00 | 30.00 | 22,920.00 |
| 0006 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 75 | CUYD | 18.00 | 1,350.00 | 90.00 | 6,750.00 | 55.00 | 4,125.00 | 50.00 | 3,750.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 46,782 | TON | 67.00 | 3,134,394.00 | 66.20 | 3,096,968.40 | 74.00 | 3,461,868.00 | 84.00 | 3,929,688.00 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 502 | TON | 160.00 | 80,320.00 | 125.00 | 62,750.00 | 135.00 | 67,770.00 | 123.00 | 61,746.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 130,862 | SQYD | 1.00 | 130,862.00 | 1.40 | 183,206.80 | 0.90 | 117,775.80 | 1.00 | 130,862.00 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -5,588 | CUYD | 0.10 | -558.80 | 0.01 | -55.88 | 0.10 | -558.80 | 0.10 | -558.80 |
| 0011 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 562 | SQYD | 102.00 | 57,324.00 | 103.50 | 58,167.00 | 125.00 | 70,250.00 | 125.00 | 70,250.00 |
| 0012 | 510-03-00100 | Pavement Joint Repair | 10 | TON | 1,000.00 | 10,000.00 | 400.00 | 4,000.00 | 275.00 | 2,750.00 | 750.00 | 7,500.00 |
| 0013 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 8 | LNFT | 454.42 | 3,635.36 | 130.00 | 1,040.00 | 270.00 | 2,160.00 | 150.00 | 1,200.00 |
| 0014 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 2,700.00 | 2,700.00 | 3,500.00 | 3,500.00 | 2,500.00 | 2,500.00 | 3,500.00 | 3,500.00 |
| 0015 | 712-02-00100 | Sacked Concrete Revetment | 41 | SQYD | 93.00 | 3,813.00 | 75.00 | 3,075.00 | 120.00 | 4,920.00 | 70.00 | 2,870.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 16,000.00 | 16,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 0017 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 180 | LNFT | 1.00 | 180.00 | 0.01 | 1.80 | 1.50 | 270.00 | 1.00 | 180.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 27.21 | MILE | 1.00 | 27.21 | 400.00 | 10,884.00 | 250.00 | 6,802.50 | 250.00 | 6,802.50 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 27.21 | MILE | 1.00 | 27.21 | 0.01 | 0.27 | 100.00 | 2,721.00 | 250.00 | 6,802.50 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 55.017 | MILE | 1.00 | 55.02 | 0.01 | 0.55 | 100.00 | 5,501.70 | 1.00 | 55.02 |
| 0021 | 717-01-00100 | Seeding | 10 | LB | 28.00 | 280.00 | 30.00 | 300.00 | 30.00 | 300.00 | 25.00 | 250.00 |
| 0022 | 718-01-00100 | Fertilizer | 162 | LB | 2.00 | 324.00 | 5.00 | 810.00 | 4.40 | 712.80 | 2.00 | 324.00 |
| 0023 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 84,000.00 | 84,000.00 | 105,000.00 | 105,000.00 | 275,000.00 | 275,000.00 | 90,000.00 | 90,000.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,198 | EACH | 4.60 | 5,510.80 | 5.00 | 5,990.00 | 5.50 | 6,589.00 | 5.50 | 6,589.00 |
| 0026 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 60 | LNFT | 5.60 | 336.00 | 10.00 | 600.00 | 5.50 | 330.00 | 10.00 | 600.00 |
| 0027 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 18.339 | MILE | 2,300.00 | 42,179.70 | 2,300.00 | 42,179.70 | 2,600.00 | 47,681.40 | 2,400.00 | 44,013.60 |
| 0028 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 9.07 | MILE | 800.00 | 7,256.00 | 850.00 | 7,709.50 | 900.00 | 8,163.00 | 1,100.00 | 9,977.00 |
| 0029 | 735-01-00100 | Mailboxes | 46 | EACH | 1.08 | 49.68 | 5.00 | 230.00 | 10.00 | 460.00 | 5.00 | 230.00 |
| 0030 | 735-02-00100 | Mailbox Supports (Single) | 40 | EACH | 120.00 | 4,800.00 | 120.00 | 4,800.00 | 140.00 | 5,600.00 | 125.00 | 5,000.00 |
| 0031 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 310.00 | 620.00 | 325.00 | 650.00 | 360.00 | 720.00 | 300.00 | 600.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 17,000.00 | 17,000.00 |
| 0033 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 43,740 | INLF | 0.10 | 4,374.00 | 0.01 | 437.40 | 0.35 | 15,309.00 | 0.07 | 3,061.80 |
| 0034 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 954 | INLF | 2.50 | 2,385.00 | 1.25 | 1,192.50 | 10.00 | 9,540.00 | 1.60 | 1,526.40 |
| 0035 | NS-700-00300 | White Preformed Heat-Applied Retroreflective Thermoplastic Striping Material (Lines) | 240 | LNFT | 6.10 | 1,464.00 | 7.00 | 1,680.00 | 3.65 | 876.00 | 8.00 | 1,920.00 |
| 0036 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 18.1 | MILE | 410.00 | 7,421.00 | 575.00 | 10,407.50 | 400.00 | 7,240.00 | 800.00 | 14,480.00 |
| CONTRACTOR TOTAL | 4,095,114.58 | 4,209,177.64 | 4,600,725.60 | 4,955,799.62 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - R. E. Heidt Construction Co., Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,029.00 | 3,029.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 823 | LNFT | 2.83 | 2,329.09 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 585 | CUYD | 18.18 | 10,635.30 |
| 0004 | 303-01-00100 | In-Place Cement Stabilized Base Course (6" Thick) | 90,406 | SQYD | 6.00 | 542,436.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 764 | CUYD | 106.00 | 80,984.00 |
| 0006 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 75 | CUYD | 103.00 | 7,725.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 46,782 | TON | 89.00 | 4,163,598.00 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 502 | TON | 135.00 | 67,770.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 130,862 | SQYD | 0.62 | 81,134.44 |
| 0010 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -5,588 | CUYD | 5.09 | -28,442.92 |
| 0011 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 562 | SQYD | 142.00 | 79,804.00 |
| 0012 | 510-03-00100 | Pavement Joint Repair | 10 | TON | 1,500.00 | 15,000.00 |
| 0013 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 8 | LNFT | 202.00 | 1,616.00 |
| 0014 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 2,575.00 | 2,575.00 |
| 0015 | 712-02-00100 | Sacked Concrete Revetment | 41 | SQYD | 80.34 | 3,293.94 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 |
| 0017 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 180 | LNFT | 0.61 | 109.80 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 27.21 | MILE | 160.00 | 4,353.60 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 27.21 | MILE | 303.00 | 8,244.63 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 55.017 | MILE | 404.00 | 22,226.87 |
| 0021 | 717-01-00100 | Seeding | 10 | LB | 4.04 | 40.40 |
| 0022 | 718-01-00100 | Fertilizer | 162 | LB | 0.61 | 98.82 |
| 0023 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 60,500.00 | 60,500.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 37,800.00 | 37,800.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,198 | EACH | 4.55 | 5,450.90 |
| 0026 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 60 | LNFT | 5.56 | 333.60 |
| 0027 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 18.339 | MILE | 2,222.00 | 40,749.26 |
| 0028 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 9.07 | MILE | 757.50 | 6,870.53 |
| 0029 | 735-01-00100 | Mailboxes | 46 | EACH | 1.00 | 46.00 |
| 0030 | 735-02-00100 | Mailbox Supports (Single) | 40 | EACH | 110.00 | 4,400.00 |
| 0031 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 300.00 | 600.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 |
| 0033 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 43,740 | INLF | 1.29 | 56,424.60 |
| 0034 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 954 | INLF | 1.03 | 982.62 |
| 0035 | NS-700-00300 | White Preformed Heat-Applied Retroreflective Thermoplastic Striping Material (Lines) | 240 | LNFT | 6.06 | 1,454.40 |
| 0036 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 18.1 | MILE | 618.00 | 11,185.80 |
| CONTRACTOR TOTAL | 5,307,858.68 | |||||