Bid Tabulations
Letting of
06/12/2013
LA DOTD Headquarters
| Lead Project: H.001909.6 | |
| Parish: Catahoula | |
| Routes: LA 3264, LA 124 | |
| Description: Catahoula Parish Resurfacing Projects | |
| Type Const: STABILIZE BASE, PATCH & OVERLAY AND RELATED WORK | |
| Estimated Construction Cost: $6,005,048.96 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $5,061,801.50 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $5,087,457.56 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $5,250,220.57 |
| 4 | 02214 | W. E. Blain & Sons, Inc. | $5,565,081.26 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - W. E. Blain & Sons, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 2,500 | LNFT | 7.00 | 17,500.00 | 10.50 | 26,250.00 | 6.00 | 15,000.00 | 20.00 | 50,000.00 |
| 0002 | 203-01-00100 | General Excavation | 3,000 | CUYD | 2.00 | 6,000.00 | 8.00 | 24,000.00 | 5.00 | 15,000.00 | 4.55 | 13,650.00 |
| 0003 | 203-03-00100 | Embankment | 3,000 | CUYD | 2.00 | 6,000.00 | 6.00 | 18,000.00 | 3.00 | 9,000.00 | 7.15 | 21,450.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 865 | CUYD | 25.00 | 21,625.00 | 22.00 | 19,030.00 | 16.00 | 13,840.00 | 22.50 | 19,462.50 |
| 0005 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 80,042 | SQYD | 8.50 | 680,357.00 | 6.00 | 480,252.00 | 8.90 | 712,373.80 | 8.60 | 688,361.20 |
| 0006 | 304-05-00100 | Lime Treatment (Type E) | 1,260.6 | TON | 400.00 | 504,240.00 | 333.00 | 419,779.80 | 350.00 | 441,210.00 | 440.00 | 554,664.00 |
| 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 5,587 | CUYD | 33.00 | 184,371.00 | 38.00 | 212,306.00 | 29.00 | 162,023.00 | 11.00 | 61,457.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 32,038.6 | TON | 82.50 | 2,643,184.50 | 82.00 | 2,627,165.20 | 80.00 | 2,563,088.00 | 87.00 | 2,787,358.20 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 771.9 | TON | 140.00 | 108,066.00 | 140.00 | 108,066.00 | 175.00 | 135,082.50 | 160.00 | 123,504.00 |
| 0010 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 42,517 | GAL | 3.30 | 140,306.10 | 3.75 | 159,438.75 | 3.10 | 131,802.70 | 3.31 | 140,731.27 |
| 0011 | 507-02-00200 | Aggregate (S2) | 62,525 | SQYD | 0.93 | 58,148.25 | 1.15 | 71,903.75 | 1.10 | 68,777.50 | 0.85 | 53,146.25 |
| 0012 | 507-02-00300 | Aggregate (S3) | 62,525 | SQYD | 0.71 | 44,392.75 | 1.10 | 68,777.50 | 0.82 | 51,270.50 | 0.78 | 48,769.50 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement | 138,931 | SQYD | 1.00 | 138,931.00 | 3.10 | 430,686.10 | 2.75 | 382,060.25 | 2.10 | 291,755.10 |
| 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -8,621 | CUYD | 0.10 | -862.10 | 15.00 | -129,315.00 | 0.10 | -862.10 | 0.10 | -862.10 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 888 | SQYD | 140.00 | 124,320.00 | 72.00 | 63,936.00 | 82.00 | 72,816.00 | 98.00 | 87,024.00 |
| 0016 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 60 | LNFT | 100.00 | 6,000.00 | 215.00 | 12,900.00 | 118.00 | 7,080.00 | 140.00 | 8,400.00 |
| 0017 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 8 | LNFT | 110.00 | 880.00 | 221.00 | 1,768.00 | 190.00 | 1,520.00 | 230.00 | 1,840.00 |
| 0018 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 8 | LNFT | 125.00 | 1,000.00 | 230.00 | 1,840.00 | 205.00 | 1,640.00 | 253.00 | 2,024.00 |
| 0019 | 701-15-00100 | Concrete Collar | 2 | EACH | 750.00 | 1,500.00 | 1,625.00 | 3,250.00 | 1,500.00 | 3,000.00 | 1,685.00 | 3,370.00 |
| 0020 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 1,592 | LNFT | 41.00 | 65,272.00 | 42.00 | 66,864.00 | 31.00 | 49,352.00 | 40.00 | 63,680.00 |
| 0021 | 704-03-00100 | Blocked Out Guard Rail | 175 | LNFT | 21.00 | 3,675.00 | 21.00 | 3,675.00 | 21.00 | 3,675.00 | 20.00 | 3,500.00 |
| 0023 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,150.00 | 25,800.00 | 2,200.00 | 26,400.00 | 2,000.00 | 24,000.00 | 2,150.00 | 25,800.00 |
| 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 23,000.00 | 23,000.00 | 17,500.00 | 17,500.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.41 | MILE | 750.00 | 1,057.50 | 165.00 | 232.65 | 250.00 | 352.50 | 1,500.00 | 2,115.00 |
| 0026 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 29.302 | MILE | 200.00 | 5,860.40 | 155.00 | 4,541.81 | 1.00 | 29.30 | 200.00 | 5,860.40 |
| 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 35.203 | MILE | 1.00 | 35.20 | 200.00 | 7,040.60 | 1.00 | 35.20 | 400.00 | 14,081.20 |
| 0028 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 5,062 | EACH | 1.75 | 8,858.50 | 1.50 | 7,593.00 | 1.25 | 6,327.50 | 1.30 | 6,580.60 |
| 0029 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 6,000.00 | 6,000.00 | 3,750.00 | 3,750.00 | 9,500.00 | 9,500.00 | 12,660.00 | 12,660.00 |
| 0030 | 726-01-00100 | Bedding Material | 35.3 | CUYD | 100.00 | 3,530.00 | 105.00 | 3,706.50 | 100.00 | 3,530.00 | 95.00 | 3,353.50 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 80,000.00 | 80,000.00 | 130,000.00 | 130,000.00 | 230,000.00 | 230,000.00 | 145,000.00 | 145,000.00 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 100.00 | 1,200.00 | 85.00 | 1,020.00 | 65.00 | 780.00 | 80.00 | 960.00 |
| 0033 | 731-02-00100 | Reflectorized Raised Pavement Markers | 3,013 | EACH | 4.00 | 12,052.00 | 3.50 | 10,545.50 | 3.25 | 9,792.25 | 4.00 | 12,052.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 17.601 | MILE | 2,400.00 | 42,242.40 | 2,200.00 | 38,722.20 | 2,100.00 | 36,962.10 | 2,200.00 | 38,722.20 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 14.651 | MILE | 600.00 | 8,790.60 | 605.00 | 8,863.86 | 650.00 | 9,523.15 | 600.00 | 8,790.60 |
| 0036 | 732-05-00100 | Removal of Existing Markings For Removal of Raised Pavement Markers Only | 13.124 | MILE | 300.00 | 3,937.20 | 155.00 | 2,034.22 | 155.00 | 2,034.22 | 150.00 | 1,968.60 |
| 0037 | 735-01-00100 | Mailboxes | 80 | EACH | 5.00 | 400.00 | 1.10 | 88.00 | 12.00 | 960.00 | 1.00 | 80.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 51 | EACH | 110.00 | 5,610.00 | 115.00 | 5,865.00 | 100.00 | 5,100.00 | 108.00 | 5,508.00 |
| 0039 | 735-03-00100 | Mailbox Supports (Double) | 11 | EACH | 130.00 | 1,430.00 | 130.00 | 1,430.00 | 130.00 | 1,430.00 | 125.00 | 1,375.00 |
| 0040 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 260.00 | 520.00 | 260.00 | 520.00 | 260.00 | 520.00 | 250.00 | 500.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 35,000.00 | 35,000.00 | 23,000.00 | 23,000.00 | 20,000.00 | 20,000.00 | 160,000.00 | 160,000.00 |
| 0042 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 42,768 | INLF | 0.15 | 6,415.20 | 0.59 | 25,233.12 | 0.15 | 6,415.20 | 0.68 | 29,082.24 |
| 0043 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 35.00 | 3,500.00 | 35.00 | 3,500.00 | 51.00 | 5,100.00 | 34.00 | 3,400.00 |
| 0044 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 70.00 | 14,000.00 | 69.00 | 13,800.00 | 76.00 | 15,200.00 | 65.00 | 13,000.00 |
| 0045 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 842 | CUYD | 20.00 | 16,840.00 | 69.00 | 58,098.00 | 16.00 | 13,472.00 | 23.50 | 19,787.00 |
| 0046 | 202-02-32100 | Removal of Pipe (Cross Drain) 1086+65 4'-24" 1034+00 4'-30" 1106+88 60'-24" | 68 | LNFT | 12.00 | 816.00 | 50.00 | 3,400.00 | 6.00 | 408.00 | 90.00 | 6,120.00 |
| CONTRACTOR TOTAL | 5,061,801.50 | 5,087,457.56 | 5,250,220.57 | 5,565,081.26 | ||||||||