Bid Tabulations
Letting of
01/09/2013
LA DOTD Headquarters
| Lead Project: H.001899.6 | |
| Parish: Rapides | |
| Routes: LA 113 | |
| Description: LA 113: CALCASIEU RIVER - JCT. US 165 | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $2,755,539.35 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,584,746.54 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $2,606,405.30 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $2,714,581.15 |
| 4 | 05789 | D & J Construction Co., Inc. | $2,894,266.88 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - W. E. Mcdonald & Son, 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 | 6,500.00 | 6,500.00 | 1,500.00 | 1,500.00 | 25,000.00 | 25,000.00 | 3,000.00 | 3,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 6 | SQYD | 31.00 | 186.00 | 100.00 | 600.00 | 100.00 | 600.00 | 35.00 | 210.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 1,244 | LNFT | 18.00 | 22,392.00 | 7.00 | 8,708.00 | 8.00 | 9,952.00 | 20.00 | 24,880.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 900 | SQYD | 4.00 | 3,600.00 | 6.00 | 5,400.00 | 10.00 | 9,000.00 | 5.00 | 4,500.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 50 | CUYD | 110.00 | 5,500.00 | 75.00 | 3,750.00 | 15.00 | 750.00 | 50.00 | 2,500.00 |
| 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 150 | CUYD | 60.00 | 9,000.00 | 21.00 | 3,150.00 | 15.00 | 2,250.00 | 25.00 | 3,750.00 |
| 0007 | 304-05-00100 | Lime Treatment (Type E) | 108.96 | TON | 475.00 | 51,756.00 | 400.00 | 43,584.00 | 250.00 | 27,240.00 | 460.00 | 50,121.60 |
| 0008 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 76,870 | SQYD | 7.25 | 557,307.50 | 6.50 | 499,655.00 | 7.30 | 561,151.00 | 7.00 | 538,090.00 |
| 0009 | 308-02-00100 | Removal of Existing Patches | 300 | SQYD | 3.25 | 975.00 | 5.00 | 1,500.00 | 15.00 | 4,500.00 | 15.00 | 4,500.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,600 | CUYD | 60.00 | 96,000.00 | 35.00 | 56,000.00 | 25.00 | 40,000.00 | 35.00 | 56,000.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 16,503.6 | TON | 76.00 | 1,254,273.60 | 80.00 | 1,320,288.00 | 83.50 | 1,378,050.60 | 98.75 | 1,629,730.50 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,661.8 | TON | 135.00 | 224,343.00 | 160.00 | 265,888.00 | 146.25 | 243,038.25 | 98.75 | 164,102.75 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement | 72,393 | SQYD | 1.75 | 126,687.75 | 1.40 | 101,350.20 | 1.75 | 126,687.75 | 2.75 | 199,080.75 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6,683 | CUYD | 10.00 | -66,830.00 | 1.00 | -6,683.00 | 0.01 | -66.83 | 0.10 | -668.30 |
| 0015 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 48 | LNFT | 195.00 | 9,360.00 | 240.00 | 11,520.00 | 140.00 | 6,720.00 | 150.00 | 7,200.00 |
| 0016 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 8 | LNFT | 225.00 | 1,800.00 | 250.00 | 2,000.00 | 78.00 | 624.00 | 100.00 | 800.00 |
| 0017 | 701-15-00100 | Concrete Collar | 1 | EACH | 1,400.00 | 1,400.00 | 1,500.00 | 1,500.00 | 650.00 | 650.00 | 750.00 | 750.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 187.5 | LNFT | 20.00 | 3,750.00 | 20.00 | 3,750.00 | 22.00 | 4,125.00 | 21.00 | 3,937.50 |
| 0019 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 | 55.00 | 5,500.00 | 85.00 | 8,500.00 | 70.00 | 7,000.00 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 60.00 | 18,000.00 | 60.00 | 18,000.00 | 95.00 | 28,500.00 | 60.00 | 18,000.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,250.00 | 27,000.00 | 2,200.00 | 26,400.00 | 2,600.00 | 31,200.00 | 2,200.00 | 26,400.00 |
| 0022 | 712-04-00100 | Flexible Revetment | 30 | SQYD | 75.00 | 2,250.00 | 100.00 | 3,000.00 | 72.00 | 2,160.00 | 100.00 | 3,000.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 12,000.00 | 12,000.00 | 29,000.00 | 29,000.00 | 8,000.00 | 8,000.00 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 19.331 | MILE | 175.00 | 3,382.93 | 400.00 | 7,732.40 | 400.00 | 7,732.40 | 225.00 | 4,349.48 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 17.887 | MILE | 530.00 | 9,480.11 | 100.00 | 1,788.70 | 205.00 | 3,666.84 | 200.00 | 3,577.40 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 7.963 | MILE | 600.00 | 4,777.80 | 100.00 | 796.30 | 315.00 | 2,508.35 | 400.00 | 3,185.20 |
| 0027 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 6,500.00 | 6,500.00 | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | 7,500.00 | 7,500.00 |
| 0028 | 726-01-00100 | Bedding Material | 30.6 | CUYD | 92.00 | 2,815.20 | 110.00 | 3,366.00 | 92.00 | 2,815.20 | 100.00 | 3,060.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 110,000.00 | 110,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 17 | EACH | 85.00 | 1,445.00 | 90.00 | 1,530.00 | 80.00 | 1,360.00 | 100.00 | 1,700.00 |
| 0031 | 731-02-00100 | Reflectorized Raised Pavement Markers | 920 | EACH | 5.50 | 5,060.00 | 4.50 | 4,140.00 | 3.60 | 3,312.00 | 6.00 | 5,520.00 |
| 0032 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.654 | MILE | 2,750.00 | 7,298.50 | 3,000.00 | 7,962.00 | 2,410.00 | 6,396.14 | 3,000.00 | 7,962.00 |
| 0033 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.962 | MILE | 950.00 | 5,663.90 | 850.00 | 5,067.70 | 675.00 | 4,024.35 | 1,000.00 | 5,962.00 |
| 0034 | 732-05-00100 | Removal of Existing Markings | 0.1 | MILE | 5,600.00 | 560.00 | 5,600.00 | 560.00 | 5,000.00 | 500.00 | 5,000.00 | 500.00 |
| 0035 | 735-01-00100 | Mailboxes | 27 | EACH | 1.00 | 27.00 | 15.00 | 405.00 | 1.00 | 27.00 | 5.00 | 135.00 |
| 0036 | 735-02-00100 | Mailbox Supports (Single) | 18 | EACH | 125.00 | 2,250.00 | 120.00 | 2,160.00 | 119.00 | 2,142.00 | 125.00 | 2,250.00 |
| 0037 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 155.00 | 620.00 | 135.00 | 540.00 | 170.00 | 680.00 | 250.00 | 1,000.00 |
| 0038 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 300.00 | 300.00 | 275.00 | 275.00 | 295.00 | 295.00 | 300.00 | 300.00 |
| 0039 | 739-01-00100 | Hydro-Seeding | 3 | ACRE | 1,250.00 | 3,750.00 | 1,500.00 | 4,500.00 | 1,200.00 | 3,600.00 | 2,500.00 | 7,500.00 |
| 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,000.00 | 6,000.00 | 13,000.00 | 13,000.00 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 |
| 0041 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 14.18 | CUYD | 1,550.00 | 21,979.00 | 1,900.00 | 26,942.00 | 945.00 | 13,400.10 | 1,200.00 | 17,016.00 |
| 0042 | 805-12-33000 | Reinforced Concrete Box Culverts (4' x 4') (Extension) | 8 | LNFT | 900.00 | 7,200.00 | 1,700.00 | 13,600.00 | 450.00 | 3,600.00 | 450.00 | 3,600.00 |
| 0043 | 805-12-34000 | Reinforced Concrete Box Culverts (5' x 5') (Extension) | 8 | LNFT | 950.00 | 7,600.00 | 1,800.00 | 14,400.00 | 495.00 | 3,960.00 | 500.00 | 4,000.00 |
| 0044 | 806-01-00100 | Deformed Reinforcing Steel | 1,035 | LB | 2.75 | 2,846.25 | 4.00 | 4,140.00 | 2.00 | 2,070.00 | 3.00 | 3,105.00 |
| 0045 | NS-200-00020 | Cleaning Existing Ditches | 80 | LNFT | 17.00 | 1,360.00 | 18.00 | 1,440.00 | 8.00 | 640.00 | 15.00 | 1,200.00 |
| 0046 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 240 | INLF | 4.50 | 1,080.00 | 5.00 | 1,200.00 | 3.00 | 720.00 | 4.00 | 960.00 |
| CONTRACTOR TOTAL | 2,584,746.54 | 2,606,405.30 | 2,714,581.15 | 2,894,266.88 | ||||||||