Bid Tabulations
Letting of
11/17/2010
LA DOTD Headquarters
| Lead Project: 365-03-0011-R1 | |
| Parish: Winn | |
| Routes: LA 472 | |
| Description: GRANT PARISH LINE - JCT. US 167 | |
| Type Const: Grading, Drainage Structures, Cold Planing Asphaltic Concrete, Pavement Patching, Lime Treatment, In-Place Cement Treated Base Course, Superpave Asphaltic Concrete Pavement, And Related Work | |
| Estimated Construction Cost: $2,374,632.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,037,482.28 |
| 2 | 05789 | D & J Construction Co., Inc. | $2,072,907.02 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $2,161,452.25 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 14 | SQYD | 165.00 | 2,310.00 | 15.00 | 210.00 | 50.00 | 700.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 900 | CUYD | 46.00 | 41,400.00 | 21.00 | 18,900.00 | 22.00 | 19,800.00 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,500 | CUYD | 13.00 | 19,500.00 | 12.00 | 18,000.00 | 22.00 | 33,000.00 |
| 0005 | 304-05-00100 | Lime Treatment (Type E) | 242.96 | TON | 350.00 | 85,036.00 | 325.00 | 78,962.00 | 340.00 | 82,606.40 |
| 0006 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 38,971 | SQYD | 5.50 | 214,340.50 | 5.30 | 206,546.30 | 6.75 | 263,054.25 |
| 0007 | 308-02-00100 | Removal of Existing Patches | 400 | SQYD | 16.00 | 6,400.00 | 15.00 | 6,000.00 | 5.00 | 2,000.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,866 | CUYD | 37.00 | 69,042.00 | 19.00 | 35,454.00 | 25.00 | 46,650.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 15,042.6 | TON | 64.00 | 962,726.40 | 77.50 | 1,165,801.50 | 67.50 | 1,015,375.50 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 491.8 | TON | 135.00 | 66,393.00 | 106.00 | 52,130.80 | 145.00 | 71,311.00 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 36,749 | SQYD | 2.50 | 91,872.50 | 1.30 | 47,773.70 | 1.10 | 40,423.90 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,823 | CUYD | 0.10 | -382.30 | 0.10 | -382.30 | 1.00 | -3,823.00 |
| 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,800 | SQYD | 66.00 | 118,800.00 | 72.00 | 129,600.00 | 88.00 | 158,400.00 |
| 0014 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 48 | LNFT | 97.00 | 4,656.00 | 75.00 | 3,600.00 | 205.00 | 9,840.00 |
| 0015 | 701-01-02040 | Cross Drain Pipe (30" RCP/PP or 36" CMP) | 40 | LNFT | 119.00 | 4,760.00 | 85.00 | 3,400.00 | 250.00 | 10,000.00 |
| 0016 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 64 | LNFT | 97.00 | 6,208.00 | 85.00 | 5,440.00 | 180.00 | 11,520.00 |
| 0017 | 701-02-02120 | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | 80 | LNFT | 170.00 | 13,600.00 | 165.00 | 13,200.00 | 235.00 | 18,800.00 |
| 0018 | 701-02-02160 | Cross Drain Pipe Arch (48" Equiv. RCPA or 54" Equiv. CMPA) | 80 | LNFT | 220.00 | 17,600.00 | 220.00 | 17,600.00 | 265.00 | 21,200.00 |
| 0019 | 701-02-02200 | Cross Drain Pipe Arch (54" Equiv. RCPA or 60" Equiv. CMPA) | 80 | LNFT | 280.00 | 22,400.00 | 275.00 | 22,000.00 | 300.00 | 24,000.00 |
| 0020 | 701-15-00100 | Concrete Collar | 2 | EACH | 1,000.00 | 2,000.00 | 550.00 | 1,100.00 | 1,200.00 | 2,400.00 |
| 0021 | 712-02-00100 | Sacked Concrete Revetment | 80 | SQYD | 180.00 | 14,400.00 | 70.00 | 5,600.00 | 140.00 | 11,200.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 |
| 0023 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 15.056 | MILE | 1.00 | 15.06 | 250.00 | 3,764.00 | 500.00 | 7,528.00 |
| 0024 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.309 | MILE | 1.00 | 3.31 | 250.00 | 827.25 | 100.00 | 330.90 |
| 0025 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 43.666 | MILE | 1.00 | 43.67 | 1.00 | 43.67 | 100.00 | 4,366.60 |
| 0026 | 716-01-00100 | Mulch (Vegetative) | 13.2 | TON | 360.00 | 4,752.00 | 450.00 | 5,940.00 | 390.00 | 5,148.00 |
| 0027 | 717-01-00100 | Seeding | 198 | LB | 7.10 | 1,405.80 | 7.00 | 1,386.00 | 7.50 | 1,485.00 |
| 0028 | 718-01-00100 | Fertilizer | 6,600 | LB | 0.50 | 3,300.00 | 0.40 | 2,640.00 | 0.44 | 2,904.00 |
| 0029 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 1,100.00 | 1,100.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 |
| 0030 | 726-01-00100 | Bedding Material | 141.7 | CUYD | 110.00 | 15,587.00 | 100.00 | 14,170.00 | 100.00 | 14,170.00 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 75,000.00 | 75,000.00 | 53,000.00 | 53,000.00 | 100,000.00 | 100,000.00 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | EACH | 90.00 | 1,260.00 | 100.00 | 1,400.00 | 65.00 | 910.00 |
| 0033 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,160 | EACH | 4.60 | 5,336.00 | 5.50 | 6,380.00 | 6.75 | 7,830.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 32 | MILE | 2,300.00 | 73,600.00 | 2,200.00 | 70,400.00 | 2,600.00 | 83,200.00 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.439 | MILE | 760.00 | 1,853.64 | 900.00 | 2,195.10 | 1,000.00 | 2,439.00 |
| 0036 | 735-01-00100 | Mailboxes | 57 | EACH | 9.10 | 518.70 | 5.00 | 285.00 | 1.10 | 62.70 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 46 | EACH | 100.00 | 4,600.00 | 125.00 | 5,750.00 | 115.00 | 5,290.00 |
| 0038 | 735-03-00100 | Mailbox Supports (Double) | 9 | EACH | 125.00 | 1,125.00 | 200.00 | 1,800.00 | 195.00 | 1,755.00 |
| 0039 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 200.00 | 200.00 | 300.00 | 300.00 | 395.00 | 395.00 |
| 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 5,300.00 | 5,300.00 |
| 0041 | NS-200-00020 | Cleaning Existing Ditches | 200 | LNFT | 5.10 | 1,020.00 | 8.00 | 1,600.00 | 20.00 | 4,000.00 |
| 0042 | NS-500-00280 | Surface Preparation | 1 | LUMP | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 26,000.00 | 26,000.00 |
| 0043 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 23,000 | INLF | 0.50 | 11,500.00 | 0.33 | 7,590.00 | 0.60 | 13,800.00 |
| 0044 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 600 | INLF | 2.00 | 1,200.00 | 2.50 | 1,500.00 | 1.80 | 1,080.00 |
| CONTRACTOR TOTAL | 2,037,482.28 | 2,072,907.02 | 2,161,452.25 | |||||||