Bid Tabulations
Letting of
05/25/2011
LA DOTD Headquarters
| Lead Project: 092-01-0013 | |
| Parish: Natchitoches | |
| Routes: LA 156 | |
| Description: BRYANT CREEK AND CREEK BRIDGES | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $1,600,837.72 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $1,469,138.58 |
| 2 | 43371 | RMD Holdings Ltd | $1,469,148.00 |
| 3 | 39580 | Gerace Construction Llc | $1,545,803.48 |
| 4 | 01012 | Cecil D. Gassiott, LLC | $1,615,214.35 |
| 5 | 08815 | W. E. Mcdonald & Son, LLC. | $1,628,527.75 |
| 6 | 48925 | David V. Temple | $1,656,430.94 |
| 7 | 12135 | Blount Bros. Construction, Inc. | $1,687,310.70 |
| 8 | 12312 | Gilchrist Construction Co. LLC | $1,732,181.83 |
| 9 | 44289 | Jeff Mercer LLC | $1,772,193.05 |
| 10 | 09090 | Guinn Brothers, LLC. | $1,829,711.40 |
| 11 | 18546 | C W & W Contractors, Inc. | $1,837,691.00 |
| 12 | 39462 | Jb James Construction Llc | $1,887,825.45 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - RMD Holdings Ltd |
- 3 - Gerace Construction Llc |
- 4 - Cecil D. Gassiott, 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 | 20,000.00 | 20,000.00 | 10,068.81 | 10,068.81 | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 4,000.00 | 4,000.00 | 3,981.64 | 3,981.64 | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 3,146.9 | SQYD | 5.00 | 15,734.50 | 4.81 | 15,136.59 | 1.75 | 5,507.08 | 6.00 | 18,881.40 |
| 0004 | 202-02-04000 | Removal of Bridge Station 117+56 to 119+10, 18'X154' TIMBER TRESTLE | 1 | EACH | 15,000.00 | 15,000.00 | 16,396.59 | 16,396.59 | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 |
| 0005 | 202-02-04000 | Removal of Bridge Station 110+49, 19'x20', TIMBER TRESTLE | 1 | EACH | 10,000.00 | 10,000.00 | 7,493.24 | 7,493.24 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| 0006 | 202-02-14500 | Removal of Guard Rail | 730 | LNFT | 1.80 | 1,314.00 | 4.47 | 3,263.10 | 7.00 | 5,110.00 | 6.00 | 4,380.00 |
| 0007 | 203-01-00100 | General Excavation | 4,162 | CUYD | 5.00 | 20,810.00 | 3.73 | 15,524.26 | 6.50 | 27,053.00 | 5.00 | 20,810.00 |
| 0008 | 203-03-00100 | Embankment | 7,057 | CUYD | 12.00 | 84,684.00 | 13.18 | 93,011.26 | 12.00 | 84,684.00 | 14.00 | 98,798.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 27 | EACH | 143.00 | 3,861.00 | 146.89 | 3,966.03 | 110.00 | 2,970.00 | 200.00 | 5,400.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 3,350 | LNFT | 1.95 | 6,532.50 | 2.12 | 7,102.00 | 1.50 | 5,025.00 | 2.50 | 8,375.00 |
| 0011 | 302-02-04120 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete) | 5,418 | SQYD | 25.00 | 135,450.00 | 20.66 | 111,935.88 | 23.00 | 124,614.00 | 22.00 | 119,196.00 |
| 0012 | 304-05-00100 | Lime Treatment (Type E) | 13.58 | TON | 220.00 | 2,987.60 | 387.52 | 5,262.52 | 750.00 | 10,185.00 | 375.00 | 5,092.50 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 13 | CUYD | 35.00 | 455.00 | 72.91 | 947.83 | 135.00 | 1,755.00 | 90.00 | 1,170.00 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 35.00 | 17,500.00 | 70.99 | 35,495.00 | 60.00 | 30,000.00 | 60.00 | 30,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 949.7 | TON | 128.00 | 121,561.60 | 152.76 | 145,076.17 | 130.00 | 123,461.00 | 150.00 | 142,455.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 120.9 | TON | 185.00 | 22,366.50 | 176.26 | 21,309.83 | 190.00 | 22,971.00 | 150.00 | 18,135.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 356.3 | LNFT | 18.00 | 6,413.40 | 23.50 | 8,373.05 | 19.00 | 6,769.70 | 20.00 | 7,126.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 57.00 | 5,700.00 | 94.01 | 9,401.00 | 60.00 | 6,000.00 | 60.00 | 6,000.00 |
| 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,000.00 | 6,000.00 | 2,467.69 | 7,403.07 | 2,200.00 | 6,600.00 | 2,000.00 | 6,000.00 |
| 0020 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 2,400.00 | 2,400.00 | 2,585.19 | 2,585.19 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 |
| 0021 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 2,710 | LNFT | 7.50 | 20,325.00 | 8.81 | 23,875.10 | 7.50 | 20,325.00 | 8.50 | 23,035.00 |
| 0022 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 650.00 | 650.00 | 763.81 | 763.81 | 450.00 | 450.00 | 650.00 | 650.00 |
| 0023 | 708-01-00100 | Right-of-Way Monument | 10 | EACH | 180.00 | 1,800.00 | 164.51 | 1,645.10 | 350.00 | 3,500.00 | 450.00 | 4,500.00 |
| 0024 | 708-02-00100 | Right-of-Way Monument Witness Post | 10 | EACH | 130.00 | 1,300.00 | 58.75 | 587.50 | 350.00 | 3,500.00 | 150.00 | 1,500.00 |
| 0025 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 980 | SQYD | 47.00 | 46,060.00 | 55.23 | 54,125.40 | 45.00 | 44,100.00 | 58.00 | 56,840.00 |
| 0026 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 370 | SQYD | 51.00 | 18,870.00 | 59.93 | 22,174.10 | 60.00 | 22,200.00 | 52.00 | 19,240.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 1,350 | SQYD | 3.00 | 4,050.00 | 2.64 | 3,564.00 | 2.50 | 3,375.00 | 3.50 | 4,725.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 12,044.65 | 12,044.65 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 9 | TON | 850.00 | 7,650.00 | 998.82 | 8,989.38 | 550.00 | 4,950.00 | 900.00 | 8,100.00 |
| 0030 | 717-01-00100 | Seeding | 360 | LB | 8.50 | 3,060.00 | 9.99 | 3,596.40 | 9.00 | 3,240.00 | 9.00 | 3,240.00 |
| 0031 | 718-01-00100 | Fertilizer | 4,500 | LB | 0.55 | 2,475.00 | 0.65 | 2,925.00 | 0.50 | 2,250.00 | 0.60 | 2,700.00 |
| 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 6,300 | SQYD | 1.20 | 7,560.00 | 1.41 | 8,883.00 | 1.10 | 6,930.00 | 1.25 | 7,875.00 |
| 0033 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 11,750.88 | 11,750.88 | 17,500.00 | 17,500.00 | 30,000.00 | 30,000.00 |
| 0034 | 725-03-00100 | Low Profile Runaround | 2 | EACH | 55,000.00 | 110,000.00 | 23,223.27 | 46,446.54 | 50,000.00 | 100,000.00 | 35,000.00 | 70,000.00 |
| 0035 | 726-01-00100 | Bedding Material | 284.3 | CUYD | 84.00 | 23,881.20 | 99.88 | 28,395.88 | 100.00 | 28,430.00 | 90.00 | 25,587.00 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 140,000.00 | 140,000.00 | 117,144.30 | 117,144.30 | 150,000.00 | 150,000.00 | 117,000.00 | 117,000.00 |
| 0037 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 70.00 | 560.00 | 52.88 | 423.04 | 75.00 | 600.00 | 75.00 | 600.00 |
| 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 117.51 | 470.04 | 80.00 | 320.00 | 75.00 | 300.00 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 40 | EACH | 15.00 | 600.00 | 17.63 | 705.20 | 16.00 | 640.00 | 15.00 | 600.00 |
| 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.606 | MILE | 3,960.40 | 2,400.00 | 4,700.35 | 2,848.41 | 4,400.00 | 2,666.40 | 4,200.00 | 2,545.20 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.303 | MILE | 2,970.30 | 900.00 | 2,937.72 | 890.13 | 3,300.00 | 999.90 | 3,200.00 | 969.60 |
| 0042 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,500.00 | 10,500.00 | 17,438.31 | 17,438.31 | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 |
| 0043 | 804-01-00200 | Precast Concrete Piles (14") | 1,296 | LNFT | 55.00 | 71,280.00 | 61.83 | 80,131.68 | 60.00 | 77,760.00 | 58.00 | 75,168.00 |
| 0044 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 7,500.00 | 7,500.00 | 29,377.20 | 29,377.20 | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 |
| 0045 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 800.00 | 3,200.00 | 2,350.18 | 9,400.72 | 1,500.00 | 6,000.00 | 3,000.00 | 12,000.00 |
| 0046 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 49.18 | CUYD | 1,100.00 | 54,098.00 | 1,151.59 | 56,635.20 | 1,100.00 | 54,098.00 | 1,200.00 | 59,016.00 |
| 0047 | 805-01-00700 | Class A Concrete (Bents) | 34.62 | CUYD | 850.00 | 29,427.00 | 877.29 | 30,371.78 | 1,350.00 | 46,737.00 | 1,100.00 | 38,082.00 |
| 0048 | 805-03-00100 | Class AA Concrete | 135.75 | CUYD | 650.00 | 88,237.50 | 430.97 | 58,504.18 | 800.00 | 108,600.00 | 855.00 | 116,066.25 |
| 0049 | 805-12-03000 | Reinforced Concrete Box Culverts (6' x 6') | 472 | LNFT | 400.00 | 188,800.00 | 453.49 | 214,047.28 | 350.00 | 165,200.00 | 480.00 | 226,560.00 |
| 0050 | 806-01-00100 | Deformed Reinforcing Steel | 33,992 | LB | 0.83 | 28,145.38 | 0.78 | 26,513.76 | 0.85 | 28,893.20 | 0.85 | 28,893.20 |
| 0051 | 810-01-00100 | Concrete Railing (Standard Barrier) | 200 | LNFT | 80.00 | 16,000.00 | 100.17 | 20,034.00 | 80.00 | 16,000.00 | 75.00 | 15,000.00 |
| 0052 | 813-01-00100 | Concrete Approach Slabs | 275.56 | SQYD | 165.00 | 45,467.40 | 178.61 | 49,217.77 | 195.00 | 53,734.20 | 220.00 | 60,623.20 |
| 0053 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 240 | INLF | 5.30 | 1,272.00 | 6.23 | 1,495.20 | 2.50 | 600.00 | 2.00 | 480.00 |
| CONTRACTOR TOTAL | 1,469,138.58 | 1,469,148.00 | 1,545,803.48 | 1,615,214.35 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - W. E. Mcdonald & Son, LLC. |
- 6 - David V. Temple |
- 7 - Blount Bros. Construction, Inc. |
- 8 - Gilchrist Construction Co. 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 | 80,000.00 | 80,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 58,000.00 | 58,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 3,146.9 | SQYD | 2.50 | 7,867.25 | 3.18 | 10,007.14 | 8.00 | 25,175.20 | 3.85 | 12,115.57 |
| 0004 | 202-02-04000 | Removal of Bridge Station 117+56 to 119+10, 18'X154' TIMBER TRESTLE | 1 | EACH | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge Station 110+49, 19'x20', TIMBER TRESTLE | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 6,000.00 | 6,000.00 |
| 0006 | 202-02-14500 | Removal of Guard Rail | 730 | LNFT | 2.00 | 1,460.00 | 3.00 | 2,190.00 | 7.00 | 5,110.00 | 8.00 | 5,840.00 |
| 0007 | 203-01-00100 | General Excavation | 4,162 | CUYD | 5.00 | 20,810.00 | 10.00 | 41,620.00 | 5.00 | 20,810.00 | 5.70 | 23,723.40 |
| 0008 | 203-03-00100 | Embankment | 7,057 | CUYD | 9.00 | 63,513.00 | 15.00 | 105,855.00 | 12.00 | 84,684.00 | 21.00 | 148,197.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 27 | EACH | 250.00 | 6,750.00 | 137.50 | 3,712.50 | 150.00 | 4,050.00 | 190.00 | 5,130.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 3,350 | LNFT | 2.00 | 6,700.00 | 1.98 | 6,633.00 | 3.00 | 10,050.00 | 2.00 | 6,700.00 |
| 0011 | 302-02-04120 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete) | 5,418 | SQYD | 25.00 | 135,450.00 | 21.10 | 114,319.80 | 22.00 | 119,196.00 | 30.00 | 162,540.00 |
| 0012 | 304-05-00100 | Lime Treatment (Type E) | 13.58 | TON | 1,000.00 | 13,580.00 | 550.00 | 7,469.00 | 275.00 | 3,734.50 | 675.00 | 9,166.50 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 13 | CUYD | 100.00 | 1,300.00 | 34.75 | 451.75 | 40.00 | 520.00 | 110.00 | 1,430.00 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 60.00 | 30,000.00 | 56.00 | 28,000.00 | 40.00 | 20,000.00 | 16.00 | 8,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 949.7 | TON | 160.00 | 151,952.00 | 148.30 | 140,840.51 | 150.00 | 142,455.00 | 115.00 | 109,215.50 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 120.9 | TON | 250.00 | 30,225.00 | 210.00 | 25,389.00 | 150.00 | 18,135.00 | 205.00 | 24,784.50 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 356.3 | LNFT | 18.00 | 6,413.40 | 19.80 | 7,054.74 | 30.00 | 10,689.00 | 20.00 | 7,126.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 57.00 | 5,700.00 | 62.70 | 6,270.00 | 70.00 | 7,000.00 | 65.00 | 6,500.00 |
| 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,000.00 | 6,000.00 | 2,200.00 | 6,600.00 | 3,000.00 | 9,000.00 | 2,200.00 | 6,600.00 |
| 0020 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 2,400.00 | 2,400.00 | 2,640.00 | 2,640.00 | 3,000.00 | 3,000.00 | 2,700.00 | 2,700.00 |
| 0021 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 2,710 | LNFT | 6.75 | 18,292.50 | 8.50 | 23,035.00 | 6.00 | 16,260.00 | 7.50 | 20,325.00 |
| 0022 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 400.00 | 400.00 | 715.00 | 715.00 | 700.00 | 700.00 | 450.00 | 450.00 |
| 0023 | 708-01-00100 | Right-of-Way Monument | 10 | EACH | 300.00 | 3,000.00 | 150.00 | 1,500.00 | 200.00 | 2,000.00 | 245.00 | 2,450.00 |
| 0024 | 708-02-00100 | Right-of-Way Monument Witness Post | 10 | EACH | 300.00 | 3,000.00 | 150.00 | 1,500.00 | 100.00 | 1,000.00 | 245.00 | 2,450.00 |
| 0025 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 980 | SQYD | 73.00 | 71,540.00 | 52.00 | 50,960.00 | 65.00 | 63,700.00 | 53.00 | 51,940.00 |
| 0026 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 370 | SQYD | 100.00 | 37,000.00 | 56.00 | 20,720.00 | 90.00 | 33,300.00 | 55.00 | 20,350.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 1,350 | SQYD | 3.00 | 4,050.00 | 2.50 | 3,375.00 | 3.50 | 4,725.00 | 2.50 | 3,375.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 21,000.00 | 21,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 9 | TON | 500.00 | 4,500.00 | 935.00 | 8,415.00 | 700.00 | 6,300.00 | 550.00 | 4,950.00 |
| 0030 | 717-01-00100 | Seeding | 360 | LB | 8.00 | 2,880.00 | 9.35 | 3,366.00 | 15.00 | 5,400.00 | 9.00 | 3,240.00 |
| 0031 | 718-01-00100 | Fertilizer | 4,500 | LB | 0.45 | 2,025.00 | 0.65 | 2,925.00 | 1.00 | 4,500.00 | 0.50 | 2,250.00 |
| 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 6,300 | SQYD | 1.00 | 6,300.00 | 1.32 | 8,316.00 | 2.00 | 12,600.00 | 1.10 | 6,930.00 |
| 0033 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 17,000.00 | 17,000.00 | 5,000.00 | 5,000.00 |
| 0034 | 725-03-00100 | Low Profile Runaround | 2 | EACH | 45,000.00 | 90,000.00 | 65,000.00 | 130,000.00 | 50,000.00 | 100,000.00 | 60,000.00 | 120,000.00 |
| 0035 | 726-01-00100 | Bedding Material | 284.3 | CUYD | 110.00 | 31,273.00 | 100.00 | 28,430.00 | 80.00 | 22,744.00 | 110.00 | 31,273.00 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 150,000.00 | 150,000.00 | 70,000.00 | 70,000.00 | 165,000.00 | 165,000.00 |
| 0037 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 70.00 | 560.00 | 77.00 | 616.00 | 100.00 | 800.00 | 75.00 | 600.00 |
| 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 82.50 | 330.00 | 100.00 | 400.00 | 85.00 | 340.00 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 40 | EACH | 15.00 | 600.00 | 16.50 | 660.00 | 20.00 | 800.00 | 5.80 | 232.00 |
| 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.606 | MILE | 4,000.00 | 2,424.00 | 4,400.00 | 2,666.40 | 5,000.00 | 3,030.00 | 3,300.00 | 1,999.80 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.303 | MILE | 3,000.00 | 909.00 | 3,300.00 | 999.90 | 4,000.00 | 1,212.00 | 950.00 | 287.85 |
| 0042 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0043 | 804-01-00200 | Precast Concrete Piles (14") | 1,296 | LNFT | 60.00 | 77,760.00 | 65.00 | 84,240.00 | 130.00 | 168,480.00 | 72.00 | 93,312.00 |
| 0044 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 6,500.00 | 6,500.00 |
| 0045 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 1,500.00 | 6,000.00 | 1,000.00 | 4,000.00 | 1,500.00 | 6,000.00 | 550.00 | 2,200.00 |
| 0046 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 49.18 | CUYD | 1,200.00 | 59,016.00 | 1,080.00 | 53,114.40 | 1,000.00 | 49,180.00 | 1,100.00 | 54,098.00 |
| 0047 | 805-01-00700 | Class A Concrete (Bents) | 34.62 | CUYD | 1,100.00 | 38,082.00 | 750.00 | 25,965.00 | 600.00 | 20,772.00 | 1,400.00 | 48,468.00 |
| 0048 | 805-03-00100 | Class AA Concrete | 135.75 | CUYD | 800.00 | 108,600.00 | 800.00 | 108,600.00 | 700.00 | 95,025.00 | 825.00 | 111,993.75 |
| 0049 | 805-12-03000 | Reinforced Concrete Box Culverts (6' x 6') | 472 | LNFT | 595.00 | 280,840.00 | 420.00 | 198,240.00 | 500.00 | 236,000.00 | 435.00 | 205,320.00 |
| 0050 | 806-01-00100 | Deformed Reinforcing Steel | 33,992 | LB | 1.50 | 50,988.00 | 2.20 | 74,782.40 | 2.00 | 67,984.00 | 0.78 | 26,513.76 |
| 0051 | 810-01-00100 | Concrete Railing (Standard Barrier) | 200 | LNFT | 55.00 | 11,000.00 | 85.00 | 17,000.00 | 100.00 | 20,000.00 | 74.00 | 14,800.00 |
| 0052 | 813-01-00100 | Concrete Approach Slabs | 275.56 | SQYD | 210.00 | 57,867.60 | 165.00 | 45,467.40 | 250.00 | 68,890.00 | 170.00 | 46,845.20 |
| 0053 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 240 | INLF | 5.00 | 1,200.00 | 6.00 | 1,440.00 | 10.00 | 2,400.00 | 8.00 | 1,920.00 |
| CONTRACTOR TOTAL | 1,628,527.75 | 1,656,430.94 | 1,687,310.70 | 1,732,181.83 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Jeff Mercer LLC |
- 10 - Guinn Brothers, LLC. |
- 11 - C W & W Contractors, Inc. |
- 12 - Jb James 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 | 10,000.00 | 10,000.00 | 60,000.00 | 60,000.00 | 42,000.00 | 42,000.00 | 200,000.00 | 200,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,000.00 | 25,000.00 | 8,000.00 | 8,000.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 3,146.9 | SQYD | 8.50 | 26,748.65 | 3.00 | 9,440.70 | 5.00 | 15,734.50 | 3.50 | 11,014.15 |
| 0004 | 202-02-04000 | Removal of Bridge Station 117+56 to 119+10, 18'X154' TIMBER TRESTLE | 1 | EACH | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | 16,000.00 | 16,000.00 |
| 0005 | 202-02-04000 | Removal of Bridge Station 110+49, 19'x20', TIMBER TRESTLE | 1 | EACH | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 | 3,000.00 | 3,000.00 | 6,000.00 | 6,000.00 |
| 0006 | 202-02-14500 | Removal of Guard Rail | 730 | LNFT | 5.50 | 4,015.00 | 3.00 | 2,190.00 | 10.00 | 7,300.00 | 4.00 | 2,920.00 |
| 0007 | 203-01-00100 | General Excavation | 4,162 | CUYD | 9.00 | 37,458.00 | 8.00 | 33,296.00 | 11.00 | 45,782.00 | 8.00 | 33,296.00 |
| 0008 | 203-03-00100 | Embankment | 7,057 | CUYD | 12.00 | 84,684.00 | 15.00 | 105,855.00 | 20.00 | 141,140.00 | 18.00 | 127,026.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 27 | EACH | 15.00 | 405.00 | 100.00 | 2,700.00 | 125.00 | 3,375.00 | 125.00 | 3,375.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 3,350 | LNFT | 1.50 | 5,025.00 | 3.00 | 10,050.00 | 3.00 | 10,050.00 | 2.00 | 6,700.00 |
| 0011 | 302-02-04120 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete) | 5,418 | SQYD | 40.00 | 216,720.00 | 20.00 | 108,360.00 | 24.00 | 130,032.00 | 24.00 | 130,032.00 |
| 0012 | 304-05-00100 | Lime Treatment (Type E) | 13.58 | TON | 350.00 | 4,753.00 | 500.00 | 6,790.00 | 400.00 | 5,432.00 | 300.00 | 4,074.00 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 13 | CUYD | 125.00 | 1,625.00 | 100.00 | 1,300.00 | 100.00 | 1,300.00 | 100.00 | 1,300.00 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 45.00 | 22,500.00 | 0.00 | 0.00 | 100.00 | 50,000.00 | 30.00 | 15,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 949.7 | TON | 180.00 | 170,946.00 | 200.00 | 189,940.00 | 180.00 | 170,946.00 | 130.00 | 123,461.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 120.9 | TON | 210.00 | 25,389.00 | 235.00 | 28,411.50 | 280.00 | 33,852.00 | 185.00 | 22,366.50 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 356.3 | LNFT | 20.00 | 7,126.00 | 20.00 | 7,126.00 | 50.00 | 17,815.00 | 18.00 | 6,413.40 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 62.00 | 6,200.00 | 100.00 | 10,000.00 | 58.00 | 5,800.00 |
| 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,250.00 | 6,750.00 | 2,300.00 | 6,900.00 | 2,500.00 | 7,500.00 | 2,000.00 | 6,000.00 |
| 0020 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 2,450.00 | 2,450.00 | 2,800.00 | 2,800.00 | 2,500.00 | 2,500.00 | 2,400.00 | 2,400.00 |
| 0021 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 2,710 | LNFT | 4.80 | 13,008.00 | 10.00 | 27,100.00 | 25.00 | 67,750.00 | 7.50 | 20,325.00 |
| 0022 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 625.00 | 625.00 | 1,500.00 | 1,500.00 | 1,000.00 | 1,000.00 | 650.00 | 650.00 |
| 0023 | 708-01-00100 | Right-of-Way Monument | 10 | EACH | 175.00 | 1,750.00 | 350.00 | 3,500.00 | 300.00 | 3,000.00 | 120.00 | 1,200.00 |
| 0024 | 708-02-00100 | Right-of-Way Monument Witness Post | 10 | EACH | 105.00 | 1,050.00 | 350.00 | 3,500.00 | 300.00 | 3,000.00 | 120.00 | 1,200.00 |
| 0025 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 980 | SQYD | 90.00 | 88,200.00 | 70.00 | 68,600.00 | 65.00 | 63,700.00 | 55.00 | 53,900.00 |
| 0026 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 370 | SQYD | 125.00 | 46,250.00 | 80.00 | 29,600.00 | 75.00 | 27,750.00 | 65.00 | 24,050.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 1,350 | SQYD | 2.00 | 2,700.00 | 5.00 | 6,750.00 | 3.00 | 4,050.00 | 1.80 | 2,430.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,500.00 | 8,500.00 | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 9 | TON | 1,050.00 | 9,450.00 | 1,000.00 | 9,000.00 | 1,500.00 | 13,500.00 | 850.00 | 7,650.00 |
| 0030 | 717-01-00100 | Seeding | 360 | LB | 6.00 | 2,160.00 | 10.00 | 3,600.00 | 30.00 | 10,800.00 | 8.50 | 3,060.00 |
| 0031 | 718-01-00100 | Fertilizer | 4,500 | LB | 0.48 | 2,160.00 | 1.00 | 4,500.00 | 2.00 | 9,000.00 | 0.55 | 2,475.00 |
| 0032 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 6,300 | SQYD | 0.98 | 6,174.00 | 1.25 | 7,875.00 | 2.50 | 15,750.00 | 1.20 | 7,560.00 |
| 0033 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0034 | 725-03-00100 | Low Profile Runaround | 2 | EACH | 35,000.00 | 70,000.00 | 70,000.00 | 140,000.00 | 5,000.00 | 10,000.00 | 75,000.00 | 150,000.00 |
| 0035 | 726-01-00100 | Bedding Material | 284.3 | CUYD | 125.00 | 35,537.50 | 80.00 | 22,744.00 | 125.00 | 35,537.50 | 75.00 | 21,322.50 |
| 0036 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 | 175,000.00 | 175,000.00 | 125,000.00 | 125,000.00 | 185,000.00 | 185,000.00 |
| 0037 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 150.00 | 1,200.00 | 100.00 | 800.00 | 100.00 | 800.00 | 70.00 | 560.00 |
| 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 150.00 | 600.00 | 100.00 | 400.00 | 100.00 | 400.00 | 75.00 | 300.00 |
| 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 40 | EACH | 6.00 | 240.00 | 20.00 | 800.00 | 100.00 | 4,000.00 | 15.00 | 600.00 |
| 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.606 | MILE | 3,400.00 | 2,060.40 | 5,000.00 | 3,030.00 | 10,000.00 | 6,060.00 | 4,000.00 | 2,424.00 |
| 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.303 | MILE | 5,500.00 | 1,666.50 | 3,500.00 | 1,060.50 | 6,000.00 | 1,818.00 | 3,000.00 | 909.00 |
| 0042 | 740-01-00100 | Construction Layout | 1 | LUMP | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0043 | 804-01-00200 | Precast Concrete Piles (14") | 1,296 | LNFT | 38.00 | 49,248.00 | 55.00 | 71,280.00 | 80.00 | 103,680.00 | 75.00 | 97,200.00 |
| 0044 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 2,800.00 | 2,800.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 0045 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 7,500.00 | 30,000.00 | 1,500.00 | 6,000.00 | 300.00 | 1,200.00 | 1,500.00 | 6,000.00 |
| 0046 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 49.18 | CUYD | 1,050.00 | 51,639.00 | 1,150.00 | 56,557.00 | 1,200.00 | 59,016.00 | 1,000.00 | 49,180.00 |
| 0047 | 805-01-00700 | Class A Concrete (Bents) | 34.62 | CUYD | 800.00 | 27,696.00 | 950.00 | 32,889.00 | 1,200.00 | 41,544.00 | 1,300.00 | 45,006.00 |
| 0048 | 805-03-00100 | Class AA Concrete | 135.75 | CUYD | 800.00 | 108,600.00 | 850.00 | 115,387.50 | 800.00 | 108,600.00 | 570.00 | 77,377.50 |
| 0049 | 805-12-03000 | Reinforced Concrete Box Culverts (6' x 6') | 472 | LNFT | 600.00 | 283,200.00 | 535.00 | 252,520.00 | 450.00 | 212,400.00 | 480.00 | 226,560.00 |
| 0050 | 806-01-00100 | Deformed Reinforcing Steel | 33,992 | LB | 1.00 | 33,992.00 | 0.90 | 30,592.80 | 2.00 | 67,984.00 | 1.00 | 33,992.00 |
| 0051 | 810-01-00100 | Concrete Railing (Standard Barrier) | 200 | LNFT | 50.00 | 10,000.00 | 75.00 | 15,000.00 | 100.00 | 20,000.00 | 75.00 | 15,000.00 |
| 0052 | 813-01-00100 | Concrete Approach Slabs | 275.56 | SQYD | 200.00 | 55,112.00 | 215.00 | 59,245.40 | 200.00 | 55,112.00 | 190.00 | 52,356.40 |
| 0053 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 240 | INLF | 2.00 | 480.00 | 10.50 | 2,520.00 | 2.00 | 480.00 | 1.50 | 360.00 |
| CONTRACTOR TOTAL | 1,772,193.05 | 1,829,711.40 | 1,837,691.00 | 1,887,825.45 | ||||||||