Bid Tabulations
Letting of
08/08/2012
LA DOTD Headquarters
| Lead Project: H.001925.6 | |
| Parish: Rapides | |
| Routes: LA 93 | |
| Description: LA 623: JCT. US 165 - DANIELS ROAD | |
| Type Const: DRAINAGE STRUCTURES, GRADING, PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE,IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $1,142,281.51 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $973,638.46 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $982,812.77 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $1,129,886.65 |
| 4 | 05789 | D & J Construction Co., Inc. | $1,179,129.77 |
| 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 | 2,400.00 | 2,400.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 500.00 | 500.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 22 | SQYD | 51.00 | 1,122.00 | 30.00 | 660.00 | 50.00 | 1,100.00 | 30.00 | 660.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 10 | CUYD | 22.00 | 220.00 | 60.00 | 600.00 | 10.00 | 100.00 | 75.00 | 750.00 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,100 | CUYD | 11.00 | 12,100.00 | 18.00 | 19,800.00 | 10.00 | 11,000.00 | 11.00 | 12,100.00 |
| 0005 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 24,963 | SQYD | 8.00 | 199,704.00 | 7.50 | 187,222.50 | 7.89 | 196,958.07 | 8.50 | 212,185.50 |
| 0006 | 308-02-00100 | Removal of Existing Patches | 200 | SQYD | 16.00 | 3,200.00 | 2.00 | 400.00 | 15.00 | 3,000.00 | 15.00 | 3,000.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,000 | CUYD | 58.00 | 58,000.00 | 28.00 | 28,000.00 | 25.00 | 25,000.00 | 28.00 | 28,000.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 5,382.3 | TON | 78.00 | 419,819.40 | 80.00 | 430,584.00 | 85.00 | 457,495.50 | 102.00 | 548,994.60 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 953.5 | TON | 136.00 | 129,676.00 | 115.00 | 109,652.50 | 140.00 | 133,490.00 | 132.00 | 125,862.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 24,804 | SQYD | 2.00 | 49,608.00 | 1.00 | 24,804.00 | 2.20 | 54,568.80 | 3.10 | 76,892.40 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,582 | CUYD | 10.00 | -25,820.00 | 1.00 | -2,582.00 | 0.01 | -25.82 | 0.10 | -258.20 |
| 0012 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 32 | LNFT | 90.00 | 2,880.00 | 200.00 | 6,400.00 | 150.00 | 4,800.00 | 90.00 | 2,880.00 |
| 0013 | 701-01-02000 | Cross Drain Pipe (24" RCP/PP or 30" CMP) | 320 | LNFT | 90.00 | 28,800.00 | 145.00 | 46,400.00 | 150.00 | 48,000.00 | 90.00 | 28,800.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 6,700.00 | 6,700.00 | 42,000.00 | 42,000.00 |
| 0015 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 6.323 | MILE | 170.00 | 1,074.91 | 350.00 | 2,213.05 | 400.00 | 2,529.20 | 225.00 | 1,422.68 |
| 0016 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.131 | MILE | 200.00 | 826.20 | 1.00 | 4.13 | 200.00 | 826.20 | 200.00 | 826.20 |
| 0017 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 8.094 | MILE | 325.00 | 2,630.55 | 1.00 | 8.09 | 300.00 | 2,428.20 | 1.00 | 8.09 |
| 0018 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 3,200.00 | 3,200.00 | 3,500.00 | 3,500.00 | 8,500.00 | 8,500.00 | 5,000.00 | 5,000.00 |
| 0019 | 726-01-00100 | Bedding Material | 75.9 | CUYD | 110.00 | 8,349.00 | 125.00 | 9,487.50 | 80.00 | 6,072.00 | 90.00 | 6,831.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 38,200.00 | 38,200.00 | 55,000.00 | 55,000.00 | 115,000.00 | 115,000.00 | 50,000.00 | 50,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | EACH | 100.00 | 1,400.00 | 110.00 | 1,540.00 | 94.00 | 1,316.00 | 100.00 | 1,400.00 |
| 0022 | 731-02-00100 | Reflectorized Raised Pavement Markers | 375 | EACH | 5.50 | 2,062.50 | 5.50 | 2,062.50 | 4.00 | 1,500.00 | 6.00 | 2,250.00 |
| 0023 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 12 | LNFT | 11.00 | 132.00 | 5.65 | 67.80 | 10.00 | 120.00 | 11.00 | 132.00 |
| 0024 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.698 | MILE | 2,700.00 | 7,284.60 | 2,800.00 | 7,554.40 | 2,700.00 | 7,284.60 | 2,900.00 | 7,824.20 |
| 0025 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.377 | MILE | 900.00 | 1,239.30 | 900.00 | 1,239.30 | 700.00 | 963.90 | 900.00 | 1,239.30 |
| 0026 | 735-01-00100 | Mailboxes | 65 | EACH | 1.00 | 65.00 | 13.00 | 845.00 | 1.00 | 65.00 | 5.00 | 325.00 |
| 0027 | 735-02-00100 | Mailbox Supports (Single) | 33 | EACH | 120.00 | 3,960.00 | 120.00 | 3,960.00 | 115.00 | 3,795.00 | 125.00 | 4,125.00 |
| 0028 | 735-03-00100 | Mailbox Supports (Double) | 10 | EACH | 150.00 | 1,500.00 | 150.00 | 1,500.00 | 140.00 | 1,400.00 | 175.00 | 1,750.00 |
| 0029 | 735-04-00100 | Mailbox Supports (Multiple) | 5 | EACH | 250.00 | 1,250.00 | 230.00 | 1,150.00 | 240.00 | 1,200.00 | 250.00 | 1,250.00 |
| 0030 | 739-01-00100 | Hydro-Seeding | 0.75 | ACRE | 1,900.00 | 1,425.00 | 2,000.00 | 1,500.00 | 10,000.00 | 7,500.00 | 3,600.00 | 2,700.00 |
| 0031 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 |
| 0032 | NS-200-00020 | Cleaning Existing Ditches | 280 | LNFT | 11.00 | 3,080.00 | 8.00 | 2,240.00 | 15.00 | 4,200.00 | 6.00 | 1,680.00 |
| 0033 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,000 | INLF | 3.25 | 3,250.00 | 2.00 | 2,000.00 | 3.00 | 3,000.00 | 2.00 | 2,000.00 |
| CONTRACTOR TOTAL | 973,638.46 | 982,812.77 | 1,129,886.65 | 1,179,129.77 | ||||||||