Bid Tabulations
Letting of
05/19/2010
LA DOTD Headquarters
| Lead Project: 243-02-0080 | |
| Parish: St. Mary | |
| Routes: LA 317 | |
| Description: N. SIDE US 90 INTERCHANGE TO JCT LA 182 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $675,331.55 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $595,281.56 |
| 2 | 04089 | H & S Construction Co., Inc. | $733,885.71 |
| 3 | 51821 | Elliott Construction, LLC | $782,698.89 |
| 4 | 33663 | Glenn Lege Construction Inc | $849,280.62 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - H & S Construction Co., Inc. |
- 3 - Elliott Construction, LLC |
- 4 - Glenn Lege Construction Inc |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 55 | SQYD | 22.00 | 1,210.00 | 23.71 | 1,304.05 | 30.00 | 1,650.00 | 25.00 | 1,375.00 |
| 0002 | 202-02-06140 | Removal of Curbs (Concrete) | 20 | LNFT | 16.50 | 330.00 | 65.19 | 1,303.80 | 40.00 | 800.00 | 30.00 | 600.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 464 | LNFT | 2.00 | 928.00 | 9.96 | 4,621.44 | 2.50 | 1,160.00 | 6.00 | 2,784.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 160 | CUYD | 33.00 | 5,280.00 | 29.61 | 4,737.60 | 26.00 | 4,160.00 | 15.00 | 2,400.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 435 | CUYD | 25.00 | 10,875.00 | 37.26 | 16,208.10 | 18.00 | 7,830.00 | 50.00 | 21,750.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 2,669.9 | TON | 81.00 | 216,261.90 | 95.74 | 255,616.23 | 110.00 | 293,689.00 | 95.00 | 253,640.50 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 115.2 | TON | 130.00 | 14,976.00 | 190.92 | 21,993.98 | 143.00 | 16,473.60 | 150.00 | 17,280.00 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 16,508 | SQYD | 1.25 | 20,635.00 | 1.88 | 31,035.04 | 1.57 | 25,917.56 | 2.50 | 41,270.00 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -815 | CUYD | 0.10 | -81.50 | 0.01 | -8.15 | 0.01 | -8.15 | 1.00 | -815.00 |
| 0010 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 1,950 | SQYD | 100.00 | 195,000.00 | 137.40 | 267,930.00 | 175.00 | 341,250.00 | 200.00 | 390,000.00 |
| 0011 | 510-03-00100 | Pavement Joint Repair | 10 | TON | 285.00 | 2,850.00 | 1,418.69 | 14,186.90 | 325.00 | 3,250.00 | 300.00 | 3,000.00 |
| 0012 | 702-04-00200 | Adjusting Catch Basins | 8 | EACH | 5,000.00 | 40,000.00 | 2,986.54 | 23,892.32 | 700.00 | 5,600.00 | 300.00 | 2,400.00 |
| 0013 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 162.6 | LNFT | 22.00 | 3,577.20 | 33.18 | 5,395.07 | 21.00 | 3,414.60 | 40.00 | 6,504.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 156.3 | LNFT | 20.00 | 3,126.00 | 22.12 | 3,457.36 | 19.95 | 3,118.19 | 27.00 | 4,220.10 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 66.00 | 6,600.00 | 66.37 | 6,637.00 | 63.00 | 6,300.00 | 80.00 | 8,000.00 |
| 0016 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,100.00 | 8,400.00 | 2,765.32 | 11,061.28 | 1,995.00 | 7,980.00 | 3,300.00 | 13,200.00 |
| 0017 | 706-02-00200 | Concrete Drive (6" Thick) | 55 | SQYD | 88.00 | 4,840.00 | 92.98 | 5,113.90 | 65.00 | 3,575.00 | 55.00 | 3,025.00 |
| 0018 | 707-01-00300 | Concrete Curb (Mountable) | 20 | LNFT | 55.00 | 1,100.00 | 146.33 | 2,926.60 | 60.00 | 1,200.00 | 70.00 | 1,400.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,000.00 | 3,000.00 | 2,947.83 | 2,947.83 | 11,000.00 | 11,000.00 | 3,550.00 | 3,550.00 |
| 0020 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.976 | MILE | 170.00 | 165.92 | 555.33 | 542.00 | 475.00 | 463.60 | 710.00 | 692.96 |
| 0021 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.746 | MILE | 440.00 | 328.24 | 528.23 | 394.06 | 498.75 | 372.07 | 530.00 | 395.38 |
| 0022 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 2.742 | MILE | 880.00 | 2,412.96 | 607.92 | 1,666.92 | 577.50 | 1,583.51 | 1,060.00 | 2,906.52 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 32,000.00 | 32,000.00 | 35,949.11 | 35,949.11 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 |
| 0024 | 731-02-00100 | Reflectorized Raised Pavement Markers | 135 | EACH | 5.00 | 675.00 | 5.81 | 784.35 | 5.51 | 743.85 | 6.60 | 891.00 |
| 0025 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.742 | MILE | 3,080.00 | 8,445.36 | 2,763.30 | 7,576.97 | 2,625.00 | 7,197.75 | 3,700.00 | 10,145.40 |
| 0026 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.746 | MILE | 880.00 | 656.48 | 945.25 | 705.16 | 892.50 | 665.81 | 1,060.00 | 790.76 |
| 0027 | 735-02-00100 | Mailbox Supports (Single) | 10 | EACH | 137.00 | 1,370.00 | 149.33 | 1,493.30 | 131.25 | 1,312.50 | 165.00 | 1,650.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,700.00 | 3,700.00 | 2,113.34 | 2,113.34 | 1,200.00 | 1,200.00 | 4,600.00 | 4,600.00 |
| 0029 | 741-11-00100 | Adjusting Water Valve | 5 | EACH | 1,100.00 | 5,500.00 | 221.23 | 1,106.15 | 110.00 | 550.00 | 225.00 | 1,125.00 |
| 0030 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 200 | INLF | 5.60 | 1,120.00 | 5.97 | 1,194.00 | 1.25 | 250.00 | 2.50 | 500.00 |
| CONTRACTOR TOTAL | 595,281.56 | 733,885.71 | 782,698.89 | 849,280.62 | ||||||||