Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: H.009091.6 | |
| Parish: Ouachita | |
| Routes: US 80 | |
| Description: US 80: I-20 - LA 546 | |
| Type Const: GRADING, COLD PLANNING ASPHALTIC CONCRETE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, STRIPING AND RELATED WORK. | |
| Estimated Construction Cost: $3,384,815.73 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $2,624,818.46 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $3,366,513.09 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100.00 | 100.00 | 7,292.63 | 7,292.63 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 300 | SQYD | 15.00 | 4,500.00 | 10.20 | 3,060.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,325 | SQYD | 7.00 | 9,275.00 | 8.30 | 10,997.50 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 926 | LNFT | 25.00 | 23,150.00 | 6.34 | 5,870.84 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 45,000.00 | 45,000.00 | 162,910.27 | 162,910.27 |
| 0007 | 302-02-02000 | Class II Base Course (6" Thick) | 45,525.2 | SQYD | 7.00 | 318,676.40 | 18.18 | 827,648.14 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 177 | CUYD | 50.00 | 8,850.00 | 40.44 | 7,157.88 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 17,014.6 | TON | 87.00 | 1,480,270.20 | 89.71 | 1,526,379.77 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 444 | TON | 140.00 | 62,160.00 | 208.21 | 92,445.24 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 66,389 | SQYD | 1.75 | 116,180.75 | 1.42 | 94,272.38 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,766 | CUYD | 0.10 | -276.60 | 0.10 | -276.60 |
| 0013 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 200 | SQYD | 175.00 | 35,000.00 | 187.04 | 37,408.00 |
| 0014 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 33.00 | 6,600.00 | 40.59 | 8,118.00 |
| 0015 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 128 | LNFT | 60.00 | 7,680.00 | 73.57 | 9,416.96 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 225 | LNFT | 20.00 | 4,500.00 | 22.83 | 5,136.75 |
| 0017 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,100.00 | 16,800.00 | 2,536.89 | 20,295.12 |
| 0018 | 706-02-00200 | Concrete Drive (6" Thick) | 588.9 | SQYD | 60.00 | 35,334.00 | 73.05 | 43,019.15 |
| 0019 | 707-01-00100 | Concrete Curb | 160 | LNFT | 15.00 | 2,400.00 | 17.93 | 2,868.80 |
| 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 22,500.00 | 22,500.00 | 22,633.54 | 22,633.54 |
| 0021 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 9.74 | MILE | 250.00 | 2,435.00 | 195.34 | 1,902.61 |
| 0022 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.816 | MILE | 275.00 | 499.40 | 253.69 | 460.70 |
| 0023 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 37.064 | MILE | 1.00 | 37.06 | 507.38 | 18,805.53 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 19.39 | TON | 450.00 | 8,725.50 | 539.09 | 10,452.96 |
| 0025 | 717-01-00100 | Seeding | 582 | LB | 8.00 | 4,656.00 | 9.51 | 5,534.82 |
| 0026 | 718-01-00100 | Fertilizer | 9,697 | LB | 0.40 | 3,878.80 | 0.51 | 4,945.47 |
| 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 59,298.40 | 59,298.40 |
| 0028 | 729-16-00200 | Object Marker Assembly (Type 2) | 1 | EACH | 100.00 | 100.00 | 126.84 | 126.84 |
| 0029 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 100.00 | 1,600.00 | 95.13 | 1,522.08 |
| 0030 | 731-02-00100 | Reflectorized Raised Pavement Markers | 644 | EACH | 6.50 | 4,186.00 | 5.71 | 3,677.24 |
| 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 18.532 | MILE | 2,800.00 | 51,889.60 | 3,297.95 | 61,117.61 |
| 0032 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.908 | MILE | 800.00 | 726.40 | 1,014.76 | 921.40 |
| 0033 | 735-01-00100 | Mailboxes | 83 | EACH | 5.00 | 415.00 | 12.68 | 1,052.44 |
| 0034 | 735-02-00100 | Mailbox Supports (Single) | 30 | EACH | 125.00 | 3,750.00 | 114.16 | 3,424.80 |
| 0035 | 735-03-00100 | Mailbox Supports (Double) | 13 | EACH | 150.00 | 1,950.00 | 152.21 | 1,978.73 |
| 0036 | 735-04-00100 | Mailbox Supports (Multiple) | 7 | EACH | 300.00 | 2,100.00 | 247.35 | 1,731.45 |
| 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,500.00 | 2,500.00 | 16,362.91 | 16,362.91 |
| 0038 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 74,688 | LNFT | 1.10 | 82,156.80 | 1.52 | 113,525.76 |
| 0039 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 29,880 | LNFT | 1.30 | 38,844.00 | 1.59 | 47,509.20 |
| 0040 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 104,568 | LNFT | 0.75 | 78,426.00 | 1.08 | 112,933.44 |
| 0041 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 15,468 | INLF | 0.25 | 3,867.00 | 0.20 | 3,093.60 |
| 0042 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,727 | INLF | 1.25 | 4,658.75 | 1.39 | 5,180.53 |
| 0043 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 9.686 | MILE | 900.00 | 8,717.40 | 443.96 | 4,300.20 |
| CONTRACTOR TOTAL | 2,624,818.46 | 3,366,513.09 | ||||||