Bid Tabulations
Letting of
11/16/2011
LA DOTD Headquarters
| Lead Project: 068-02-0014 | |
| Parish: Jackson | |
| Routes: LA 146 | |
| Description: LA 146 Bridges Near Chatham | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, REINFORCED CONCRETE BOX CULVERTS, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $4,687,153.43 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $4,348,117.00 |
| 2 | 39670 | Eutaw Construction Co. Inc. | $4,582,123.94 |
| 3 | 34567 | James Construction Group LLC | $4,849,800.11 |
| 4 | 35849 | T.L. Construction LLC | $5,099,545.51 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $5,167,380.18 |
| 6 | 01012 | Cecil D. Gassiott, LLC | $5,343,821.30 |
| 7 | 39462 | Jb James Construction Llc | $5,427,982.60 |
| 8 | 44289 | Jeff Mercer LLC | $5,717,464.11 |
| 9 | 07740 | Cajun Constructors, Inc. | $5,720,000.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Eutaw Construction Co. Inc. |
- 3 - James Construction Group LLC |
- 4 - T.L. 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 | 1 | LUMP | 137,000.00 | 137,000.00 | 50,000.00 | 50,000.00 | 140,000.00 | 140,000.00 | 125,000.00 | 125,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,000.00 | 25,000.00 | 3,000.00 | 3,000.00 | 18,000.00 | 18,000.00 | 12,000.00 | 12,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 209+85, 40'x24', timber trestle bridge | 1 | EACH | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 7,400.00 | 7,400.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 309+20, 60'x24', timber trestle bridge | 1 | EACH | 6,000.00 | 6,000.00 | 8,800.00 | 8,800.00 | 20,000.00 | 20,000.00 | 7,400.00 | 7,400.00 |
| 0005 | 202-02-04000 | Removal of Bridge Sta. 109+40, 78'x24', timber trestle bridge | 1 | EACH | 6,000.00 | 6,000.00 | 12,500.00 | 12,500.00 | 20,000.00 | 20,000.00 | 7,400.00 | 7,400.00 |
| 0006 | 202-02-04000 | Removal of Bridge Sta. 422+90, 60'x24', timber trestle bridge | 1 | EACH | 6,000.00 | 6,000.00 | 8,800.00 | 8,800.00 | 20,000.00 | 20,000.00 | 7,400.00 | 7,400.00 |
| 0007 | 202-02-04000 | Removal of Bridge Sta. 410+23, 59'x24', timber trestle bridge | 1 | EACH | 6,000.00 | 6,000.00 | 8,800.00 | 8,800.00 | 40,000.00 | 40,000.00 | 7,400.00 | 7,400.00 |
| 0008 | 202-02-04000 | Removal of Bridge Sta. 512+89, 59'x24', timber trestle bridge | 1 | EACH | 6,000.00 | 6,000.00 | 8,800.00 | 8,800.00 | 40,000.00 | 40,000.00 | 7,400.00 | 7,400.00 |
| 0009 | 202-02-14500 | Removal of Guard Rail | 1,148 | LNFT | 3.00 | 3,444.00 | 15.87 | 18,218.76 | 4.50 | 5,166.00 | 2.25 | 2,583.00 |
| 0010 | 202-02-38500 | Removal of Surfacing and Stablized Base | 7,977.1 | SQYD | 3.50 | 27,919.85 | 5.00 | 39,885.50 | 8.00 | 63,816.80 | 7.00 | 55,839.70 |
| 0011 | 203-02-00100 | Drainage Excavation | 1,001 | CUYD | 10.00 | 10,010.00 | 10.00 | 10,010.00 | 12.00 | 12,012.00 | 15.00 | 15,015.00 |
| 0012 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 260,000.00 | 260,000.00 | 155,000.00 | 155,000.00 | 300,000.00 | 300,000.00 | 130,000.00 | 130,000.00 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 140 | EACH | 3.00 | 420.00 | 10.00 | 1,400.00 | 16.00 | 2,240.00 | 32.00 | 4,480.00 |
| 0014 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 28 | EACH | 200.00 | 5,600.00 | 525.00 | 14,700.00 | 240.00 | 6,720.00 | 250.00 | 7,000.00 |
| 0015 | 204-06-00100 | Temporary Silt Fencing | 11,285 | LNFT | 2.00 | 22,570.00 | 2.50 | 28,212.50 | 2.70 | 30,469.50 | 1.26 | 14,219.10 |
| 0016 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 13,407.1 | SQYD | 25.00 | 335,177.50 | 22.00 | 294,956.20 | 16.00 | 214,513.60 | 24.00 | 321,770.40 |
| 0017 | 304-05-00100 | Lime Treatment (Type E) Quantity shown represents 50% of the proposed roadway area | 97.78 | TON | 500.00 | 48,890.00 | 600.00 | 58,668.00 | 242.00 | 23,662.76 | 450.00 | 44,001.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) Stone of recycled P.C.C.P. | 1,000 | CUYD | 1.00 | 1,000.00 | 80.00 | 80,000.00 | 50.00 | 50,000.00 | 10.00 | 10,000.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 2,613.7 | TON | 136.00 | 355,463.20 | 136.00 | 355,463.20 | 122.00 | 318,871.40 | 154.00 | 402,509.80 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 1,950 | LNFT | 17.90 | 34,905.00 | 17.90 | 34,905.00 | 19.00 | 37,050.00 | 20.00 | 39,000.00 |
| 0022 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 53.00 | 15,900.00 | 53.00 | 15,900.00 | 56.00 | 16,800.00 | 73.00 | 21,900.00 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,000.00 | 16,000.00 | 2,000.00 | 16,000.00 | 2,100.00 | 16,800.00 | 2,400.00 | 19,200.00 |
| 0024 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,300.00 | 9,200.00 | 2,300.00 | 9,200.00 | 2,400.00 | 9,600.00 | 2,400.00 | 9,600.00 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 57 | EACH | 200.00 | 11,400.00 | 200.00 | 11,400.00 | 200.00 | 11,400.00 | 150.00 | 8,550.00 |
| 0026 | 708-02-00100 | Right-of-Way Monument Witness Post | 57 | EACH | 200.00 | 11,400.00 | 200.00 | 11,400.00 | 200.00 | 11,400.00 | 150.00 | 8,550.00 |
| 0027 | 712-04-00100 | Flexible Revetment | 668.39 | SQYD | 60.00 | 40,103.40 | 60.00 | 40,103.40 | 50.00 | 33,419.50 | 70.00 | 46,787.30 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 60,000.00 | 60,000.00 | 40,000.00 | 40,000.00 | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 4.409 | MILE | 600.00 | 2,645.40 | 600.00 | 2,645.40 | 600.00 | 2,645.40 | 400.00 | 1,763.60 |
| 0030 | 716-01-00100 | Mulch (Vegetative) | 28.2 | TON | 500.00 | 14,100.00 | 500.00 | 14,100.00 | 600.00 | 16,920.00 | 743.00 | 20,952.60 |
| 0031 | 717-01-00100 | Seeding | 968 | LB | 7.00 | 6,776.00 | 7.00 | 6,776.00 | 8.00 | 7,744.00 | 10.00 | 9,680.00 |
| 0032 | 718-01-00100 | Fertilizer | 13,150 | LB | 0.45 | 5,917.50 | 0.45 | 5,917.50 | 0.90 | 11,835.00 | 1.05 | 13,807.50 |
| 0033 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 14,000.00 | 14,000.00 | 25,000.00 | 25,000.00 |
| 0034 | 725-01-00100 | Temporary Detour Roads | 19,362.7 | SQYD | 58.00 | 1,123,036.60 | 50.00 | 968,135.00 | 61.00 | 1,181,124.70 | 60.00 | 1,161,762.00 |
| 0035 | 725-02-00100 | Temporary Detour Bridging | 320 | LNFT | 850.00 | 272,000.00 | 2,000.00 | 640,000.00 | 1,100.00 | 352,000.00 | 1,650.00 | 528,000.00 |
| 0036 | 726-01-00100 | Bedding Material | 923 | CUYD | 100.00 | 92,300.00 | 100.00 | 92,300.00 | 83.00 | 76,609.00 | 70.00 | 64,610.00 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 | 300,000.00 | 300,000.00 | 480,000.00 | 480,000.00 | 350,000.00 | 350,000.00 |
| 0038 | 729-16-00200 | Object Marker Assembly (Type 2) | 6 | EACH | 70.00 | 420.00 | 70.00 | 420.00 | 70.00 | 420.00 | 85.00 | 510.00 |
| 0039 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 72.00 | 864.00 | 72.00 | 864.00 | 72.00 | 864.00 | 85.00 | 1,020.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 84 | EACH | 10.00 | 840.00 | 10.00 | 840.00 | 10.00 | 840.00 | 11.00 | 924.00 |
| 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.593 | MILE | 2,600.00 | 6,741.80 | 2,975.35 | 7,715.08 | 2,600.00 | 6,741.80 | 3.00 | 7.78 |
| 0042 | 732-05-00100 | Removal of Existing Markings | 0.5 | MILE | 4,000.00 | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 2,000.00 | 4,500.00 | 2,250.00 |
| 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 65,000.00 | 65,000.00 | 70,000.00 | 70,000.00 | 25,000.00 | 25,000.00 |
| 0044 | 804-01-00300 | Precast Concrete Piles (16") | 3,260 | LNFT | 60.00 | 195,600.00 | 45.00 | 146,700.00 | 65.00 | 211,900.00 | 98.00 | 319,480.00 |
| 0045 | 804-12-00100 | Loading Permanent Piles | 3 | EACH | 1.00 | 3.00 | 10,000.00 | 30,000.00 | 5,000.00 | 15,000.00 | 1.15 | 3.45 |
| 0046 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 63.95 | CUYD | 1,400.00 | 89,530.00 | 950.00 | 60,752.50 | 1,050.00 | 67,147.50 | 1,100.00 | 70,345.00 |
| 0047 | 805-01-00700 | Class A Concrete (Bents) | 92.06 | CUYD | 800.00 | 73,648.00 | 875.00 | 80,552.50 | 740.00 | 68,124.40 | 900.00 | 82,854.00 |
| 0048 | 805-03-00100 | Class AA Concrete | 353.47 | CUYD | 700.00 | 247,429.00 | 590.00 | 208,547.30 | 425.00 | 150,224.75 | 852.00 | 301,156.44 |
| 0049 | 805-12-02040 | Reinforced Concrete Box Culverts (7' x 5') | 564 | LNFT | 375.00 | 211,500.00 | 375.00 | 211,500.00 | 400.00 | 225,600.00 | 500.00 | 282,000.00 |
| 0050 | 805-12-03080 | Reinforced Concrete Box Culverts (10' x 6') | 172 | LNFT | 650.00 | 111,800.00 | 650.00 | 111,800.00 | 510.00 | 87,720.00 | 850.00 | 146,200.00 |
| 0051 | 806-01-00100 | Deformed Reinforcing Steel | 84,631 | LB | 1.25 | 105,788.75 | 1.00 | 84,631.00 | 0.90 | 76,167.90 | 1.06 | 89,708.86 |
| 0052 | 810-01-00100 | Concrete Railing (Standard Barrier) | 520 | LNFT | 70.00 | 36,400.00 | 70.00 | 36,400.00 | 73.00 | 37,960.00 | 80.00 | 41,600.00 |
| 0053 | 813-01-00100 | Concrete Approach Slabs | 413.34 | SQYD | 200.00 | 82,668.00 | 240.00 | 99,201.60 | 215.00 | 88,868.10 | 247.00 | 102,094.98 |
| 0054 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 402 | INLF | 3.00 | 1,206.00 | 1.75 | 703.50 | 1.00 | 402.00 | 5.00 | 2,010.00 |
| 0055 | NS-700-00180 | Impact Attenuator (Construction Zone) | 5 | EACH | 7,500.00 | 37,500.00 | 7,500.00 | 37,500.00 | 10,000.00 | 50,000.00 | 12,000.00 | 60,000.00 |
| 0056 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 2 | EACH | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 | 2,500.00 | 5,000.00 | 2,200.00 | 4,400.00 |
| CONTRACTOR TOTAL | 4,348,117.00 | 4,582,123.94 | 4,849,800.11 | 5,099,545.51 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - Cecil D. Gassiott, LLC |
- 7 - Jb James Construction Llc |
- 8 - Jeff Mercer 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 | 115,000.00 | 115,000.00 | 130,000.00 | 130,000.00 | 450,000.00 | 450,000.00 | 185,000.00 | 185,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,500.00 | 3,500.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 209+85, 40'x24', timber trestle bridge | 1 | EACH | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 309+20, 60'x24', timber trestle bridge | 1 | EACH | 5,000.00 | 5,000.00 | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 | 5,500.00 | 5,500.00 |
| 0005 | 202-02-04000 | Removal of Bridge Sta. 109+40, 78'x24', timber trestle bridge | 1 | EACH | 5,000.00 | 5,000.00 | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 |
| 0006 | 202-02-04000 | Removal of Bridge Sta. 422+90, 60'x24', timber trestle bridge | 1 | EACH | 5,000.00 | 5,000.00 | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 | 5,500.00 | 5,500.00 |
| 0007 | 202-02-04000 | Removal of Bridge Sta. 410+23, 59'x24', timber trestle bridge | 1 | EACH | 5,000.00 | 5,000.00 | 9,500.00 | 9,500.00 | 12,000.00 | 12,000.00 | 6,500.00 | 6,500.00 |
| 0008 | 202-02-04000 | Removal of Bridge Sta. 512+89, 59'x24', timber trestle bridge | 1 | EACH | 5,000.00 | 5,000.00 | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 | 6,500.00 | 6,500.00 |
| 0009 | 202-02-14500 | Removal of Guard Rail | 1,148 | LNFT | 6.00 | 6,888.00 | 5.50 | 6,314.00 | 4.50 | 5,166.00 | 2.50 | 2,870.00 |
| 0010 | 202-02-38500 | Removal of Surfacing and Stablized Base | 7,977.1 | SQYD | 7.50 | 59,828.25 | 12.50 | 99,713.75 | 6.00 | 47,862.60 | 4.50 | 35,896.95 |
| 0011 | 203-02-00100 | Drainage Excavation | 1,001 | CUYD | 20.00 | 20,020.00 | 16.00 | 16,016.00 | 15.00 | 15,015.00 | 18.00 | 18,018.00 |
| 0012 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 240,000.00 | 240,000.00 | 100,000.00 | 100,000.00 | 395,000.00 | 395,000.00 | 185,000.00 | 185,000.00 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 140 | EACH | 16.00 | 2,240.00 | 10.00 | 1,400.00 | 17.00 | 2,380.00 | 8.00 | 1,120.00 |
| 0014 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 28 | EACH | 350.00 | 9,800.00 | 850.00 | 23,800.00 | 750.00 | 21,000.00 | 250.00 | 7,000.00 |
| 0015 | 204-06-00100 | Temporary Silt Fencing | 11,285 | LNFT | 1.20 | 13,542.00 | 2.50 | 28,212.50 | 2.50 | 28,212.50 | 2.00 | 22,570.00 |
| 0016 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 13,407.1 | SQYD | 23.00 | 308,363.30 | 22.00 | 294,956.20 | 20.00 | 268,142.00 | 32.00 | 429,027.20 |
| 0017 | 304-05-00100 | Lime Treatment (Type E) Quantity shown represents 50% of the proposed roadway area | 97.78 | TON | 395.00 | 38,623.10 | 150.00 | 14,667.00 | 100.00 | 9,778.00 | 100.00 | 9,778.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) Stone of recycled P.C.C.P. | 1,000 | CUYD | 15.00 | 15,000.00 | 65.00 | 65,000.00 | 58.00 | 58,000.00 | 25.00 | 25,000.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 2,613.7 | TON | 120.00 | 313,644.00 | 150.00 | 392,055.00 | 138.00 | 360,690.60 | 138.00 | 360,690.60 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 1,950 | LNFT | 20.00 | 39,000.00 | 20.00 | 39,000.00 | 18.00 | 35,100.00 | 18.50 | 36,075.00 |
| 0022 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 58.00 | 17,400.00 | 55.00 | 16,500.00 | 65.00 | 19,500.00 | 57.00 | 17,100.00 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,200.00 | 17,600.00 | 2,200.00 | 17,600.00 | 2,200.00 | 17,600.00 | 2,050.00 | 16,400.00 |
| 0024 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,500.00 | 10,000.00 | 2,400.00 | 9,600.00 | 2,200.00 | 8,800.00 | 2,350.00 | 9,400.00 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 57 | EACH | 200.00 | 11,400.00 | 500.00 | 28,500.00 | 125.00 | 7,125.00 | 220.00 | 12,540.00 |
| 0026 | 708-02-00100 | Right-of-Way Monument Witness Post | 57 | EACH | 200.00 | 11,400.00 | 500.00 | 28,500.00 | 125.00 | 7,125.00 | 220.00 | 12,540.00 |
| 0027 | 712-04-00100 | Flexible Revetment | 668.39 | SQYD | 65.00 | 43,445.35 | 70.00 | 46,787.30 | 50.00 | 33,419.50 | 78.00 | 52,134.42 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 55,000.00 | 55,000.00 | 45,000.00 | 45,000.00 | 60,000.00 | 60,000.00 | 40,000.00 | 40,000.00 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 4.409 | MILE | 400.00 | 1,763.60 | 400.00 | 1,763.60 | 500.00 | 2,204.50 | 410.00 | 1,807.69 |
| 0030 | 716-01-00100 | Mulch (Vegetative) | 28.2 | TON | 550.00 | 15,510.00 | 530.00 | 14,946.00 | 650.00 | 18,330.00 | 900.00 | 25,380.00 |
| 0031 | 717-01-00100 | Seeding | 968 | LB | 8.00 | 7,744.00 | 7.25 | 7,018.00 | 10.00 | 9,680.00 | 5.00 | 4,840.00 |
| 0032 | 718-01-00100 | Fertilizer | 13,150 | LB | 0.50 | 6,575.00 | 0.50 | 6,575.00 | 0.90 | 11,835.00 | 0.50 | 6,575.00 |
| 0033 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 |
| 0034 | 725-01-00100 | Temporary Detour Roads | 19,362.7 | SQYD | 63.00 | 1,219,850.10 | 60.00 | 1,161,762.00 | 53.00 | 1,026,223.10 | 60.00 | 1,161,762.00 |
| 0035 | 725-02-00100 | Temporary Detour Bridging | 320 | LNFT | 1,900.00 | 608,000.00 | 2,200.00 | 704,000.00 | 1,250.00 | 400,000.00 | 2,230.00 | 713,600.00 |
| 0036 | 726-01-00100 | Bedding Material | 923 | CUYD | 95.00 | 87,685.00 | 100.00 | 92,300.00 | 70.00 | 64,610.00 | 135.00 | 124,605.00 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 445,000.00 | 445,000.00 | 350,000.00 | 350,000.00 | 540,000.00 | 540,000.00 | 535,000.00 | 535,000.00 |
| 0038 | 729-16-00200 | Object Marker Assembly (Type 2) | 6 | EACH | 80.00 | 480.00 | 70.00 | 420.00 | 80.00 | 480.00 | 85.00 | 510.00 |
| 0039 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 80.00 | 960.00 | 75.00 | 900.00 | 80.00 | 960.00 | 120.00 | 1,440.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 84 | EACH | 9.00 | 756.00 | 8.00 | 672.00 | 8.00 | 672.00 | 9.50 | 798.00 |
| 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.593 | MILE | 3,200.00 | 8,297.60 | 3,000.00 | 7,779.00 | 2,800.00 | 7,260.40 | 2,900.00 | 7,519.70 |
| 0042 | 732-05-00100 | Removal of Existing Markings | 0.5 | MILE | 5,700.00 | 2,850.00 | 5,500.00 | 2,750.00 | 5,000.00 | 2,500.00 | 5,500.00 | 2,750.00 |
| 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 19,000.00 | 19,000.00 | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 | 55,000.00 | 55,000.00 |
| 0044 | 804-01-00300 | Precast Concrete Piles (16") | 3,260 | LNFT | 72.00 | 234,720.00 | 81.00 | 264,060.00 | 70.00 | 228,200.00 | 81.00 | 264,060.00 |
| 0045 | 804-12-00100 | Loading Permanent Piles | 3 | EACH | 2,000.00 | 6,000.00 | 2,000.00 | 6,000.00 | 1,000.00 | 3,000.00 | 12,500.00 | 37,500.00 |
| 0046 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 63.95 | CUYD | 1,600.00 | 102,320.00 | 1,500.00 | 95,925.00 | 1,250.00 | 79,937.50 | 1,000.00 | 63,950.00 |
| 0047 | 805-01-00700 | Class A Concrete (Bents) | 92.06 | CUYD | 1,250.00 | 115,075.00 | 1,500.00 | 138,090.00 | 1,400.00 | 128,884.00 | 1,520.00 | 139,931.20 |
| 0048 | 805-03-00100 | Class AA Concrete | 353.47 | CUYD | 750.00 | 265,102.50 | 875.00 | 309,286.25 | 650.00 | 229,755.50 | 875.00 | 309,286.25 |
| 0049 | 805-12-02040 | Reinforced Concrete Box Culverts (7' x 5') | 564 | LNFT | 425.00 | 239,700.00 | 400.00 | 225,600.00 | 425.00 | 239,700.00 | 550.00 | 310,200.00 |
| 0050 | 805-12-03080 | Reinforced Concrete Box Culverts (10' x 6') | 172 | LNFT | 745.00 | 128,140.00 | 700.00 | 120,400.00 | 850.00 | 146,200.00 | 750.00 | 129,000.00 |
| 0051 | 806-01-00100 | Deformed Reinforcing Steel | 84,631 | LB | 0.78 | 66,012.18 | 0.90 | 76,167.90 | 1.00 | 84,631.00 | 1.00 | 84,631.00 |
| 0052 | 810-01-00100 | Concrete Railing (Standard Barrier) | 520 | LNFT | 70.00 | 36,400.00 | 62.00 | 32,240.00 | 65.00 | 33,800.00 | 83.00 | 43,160.00 |
| 0053 | 813-01-00100 | Concrete Approach Slabs | 413.34 | SQYD | 280.00 | 115,735.20 | 220.00 | 90,934.80 | 210.00 | 86,801.40 | 215.00 | 88,868.10 |
| 0054 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 402 | INLF | 5.00 | 2,010.00 | 5.00 | 2,010.00 | 1.00 | 402.00 | 15.00 | 6,030.00 |
| 0055 | NS-700-00180 | Impact Attenuator (Construction Zone) | 5 | EACH | 8,000.00 | 40,000.00 | 9,000.00 | 45,000.00 | 15,000.00 | 75,000.00 | 14,000.00 | 70,000.00 |
| 0056 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 2 | EACH | 2,500.00 | 5,000.00 | 2,800.00 | 5,600.00 | 2,500.00 | 5,000.00 | 2,800.00 | 5,600.00 |
| CONTRACTOR TOTAL | 5,167,380.18 | 5,343,821.30 | 5,427,982.60 | 5,717,464.11 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Cajun Constructors, Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 350,000.00 | 350,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge Sta. 209+85, 40'x24', timber trestle bridge | 1 | EACH | 4,000.00 | 4,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 309+20, 60'x24', timber trestle bridge | 1 | EACH | 4,000.00 | 4,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge Sta. 109+40, 78'x24', timber trestle bridge | 1 | EACH | 4,000.00 | 4,000.00 |
| 0006 | 202-02-04000 | Removal of Bridge Sta. 422+90, 60'x24', timber trestle bridge | 1 | EACH | 4,000.00 | 4,000.00 |
| 0007 | 202-02-04000 | Removal of Bridge Sta. 410+23, 59'x24', timber trestle bridge | 1 | EACH | 4,000.00 | 4,000.00 |
| 0008 | 202-02-04000 | Removal of Bridge Sta. 512+89, 59'x24', timber trestle bridge | 1 | EACH | 4,000.00 | 4,000.00 |
| 0009 | 202-02-14500 | Removal of Guard Rail | 1,148 | LNFT | 3.50 | 4,018.00 |
| 0010 | 202-02-38500 | Removal of Surfacing and Stablized Base | 7,977.1 | SQYD | 4.50 | 35,896.95 |
| 0011 | 203-02-00100 | Drainage Excavation | 1,001 | CUYD | 15.00 | 15,015.00 |
| 0012 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 135,000.00 | 135,000.00 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 140 | EACH | 17.00 | 2,380.00 |
| 0014 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 28 | EACH | 200.00 | 5,600.00 |
| 0015 | 204-06-00100 | Temporary Silt Fencing | 11,285 | LNFT | 2.00 | 22,570.00 |
| 0016 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 13,407.1 | SQYD | 26.00 | 348,584.60 |
| 0017 | 304-05-00100 | Lime Treatment (Type E) Quantity shown represents 50% of the proposed roadway area | 97.78 | TON | 450.00 | 44,001.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) Stone of recycled P.C.C.P. | 1,000 | CUYD | 80.00 | 80,000.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 2,613.7 | TON | 140.00 | 365,918.00 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 1,950 | LNFT | 22.00 | 42,900.00 |
| 0022 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 65.00 | 19,500.00 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,600.00 | 20,800.00 |
| 0024 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,700.00 | 10,800.00 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 57 | EACH | 250.00 | 14,250.00 |
| 0026 | 708-02-00100 | Right-of-Way Monument Witness Post | 57 | EACH | 350.00 | 19,950.00 |
| 0027 | 712-04-00100 | Flexible Revetment | 668.39 | SQYD | 40.00 | 26,735.60 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 45,000.00 | 45,000.00 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 4.409 | MILE | 750.00 | 3,306.75 |
| 0030 | 716-01-00100 | Mulch (Vegetative) | 28.2 | TON | 700.00 | 19,740.00 |
| 0031 | 717-01-00100 | Seeding | 968 | LB | 10.00 | 9,680.00 |
| 0032 | 718-01-00100 | Fertilizer | 13,150 | LB | 1.00 | 13,150.00 |
| 0033 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 15,000.00 | 15,000.00 |
| 0034 | 725-01-00100 | Temporary Detour Roads | 19,362.7 | SQYD | 61.00 | 1,181,124.70 |
| 0035 | 725-02-00100 | Temporary Detour Bridging | 320 | LNFT | 2,700.00 | 864,000.00 |
| 0036 | 726-01-00100 | Bedding Material | 923 | CUYD | 200.00 | 184,600.00 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 273,915.50 | 273,915.50 |
| 0038 | 729-16-00200 | Object Marker Assembly (Type 2) | 6 | EACH | 95.00 | 570.00 |
| 0039 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 95.00 | 1,140.00 |
| 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 84 | EACH | 12.00 | 1,008.00 |
| 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.593 | MILE | 3,200.00 | 8,297.60 |
| 0042 | 732-05-00100 | Removal of Existing Markings | 0.5 | MILE | 4,500.00 | 2,250.00 |
| 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 |
| 0044 | 804-01-00300 | Precast Concrete Piles (16") | 3,260 | LNFT | 57.00 | 185,820.00 |
| 0045 | 804-12-00100 | Loading Permanent Piles | 3 | EACH | 1,000.00 | 3,000.00 |
| 0046 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 63.95 | CUYD | 1,150.00 | 73,542.50 |
| 0047 | 805-01-00700 | Class A Concrete (Bents) | 92.06 | CUYD | 1,150.00 | 105,869.00 |
| 0048 | 805-03-00100 | Class AA Concrete | 353.47 | CUYD | 900.00 | 318,123.00 |
| 0049 | 805-12-02040 | Reinforced Concrete Box Culverts (7' x 5') | 564 | LNFT | 540.00 | 304,560.00 |
| 0050 | 805-12-03080 | Reinforced Concrete Box Culverts (10' x 6') | 172 | LNFT | 825.00 | 141,900.00 |
| 0051 | 806-01-00100 | Deformed Reinforcing Steel | 84,631 | LB | 1.00 | 84,631.00 |
| 0052 | 810-01-00100 | Concrete Railing (Standard Barrier) | 520 | LNFT | 97.00 | 50,440.00 |
| 0053 | 813-01-00100 | Concrete Approach Slabs | 413.34 | SQYD | 195.00 | 80,601.30 |
| 0054 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 402 | INLF | 5.75 | 2,311.50 |
| 0055 | NS-700-00180 | Impact Attenuator (Construction Zone) | 5 | EACH | 17,500.00 | 87,500.00 |
| 0056 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 2 | EACH | 2,500.00 | 5,000.00 |
| CONTRACTOR TOTAL | 5,720,000.00 | |||||