Bid Tabulations
Letting of
01/25/2012
LA DOTD Headquarters
| Lead Project: H.008353.6 | |
| Parish: St. Tammany | |
| Routes: LA 1082 | |
| Description: LA 1082: JCT. LA 21 - JCT. LA 40 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $4,240,400.45 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC. | $4,126,582.04 |
| 2 | 06487 | Huey Stockstill, Inc. | $4,385,936.15 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $4,472,392.98 |
| 4 | 02179 | Boh Bros. Construction Co., LLC. | $4,481,359.08 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC. |
- 2 - Huey Stockstill, Inc. |
- 3 - Diamond B Construction Co., L.L.C. |
- 4 - Boh Bros. Construction Co., LLC. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of (Cattle Guard Walls at Station 30+50) | 2 | EACH | 1,225.00 | 2,450.00 | 1,600.00 | 3,200.00 | 1,200.00 | 2,400.00 | 400.00 | 800.00 |
| 0002 | 202-02-00010 | Removal of (Brick Mailboxes and Foundation) | 4 | EACH | 1,225.00 | 4,900.00 | 180.00 | 720.00 | 600.00 | 2,400.00 | 200.00 | 800.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 133 | SQYD | 25.00 | 3,325.00 | 20.00 | 2,660.00 | 18.00 | 2,394.00 | 20.00 | 2,660.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 43 | SQYD | 100.00 | 4,300.00 | 16.00 | 688.00 | 14.00 | 602.00 | 22.00 | 946.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 208 | LNFT | 5.00 | 1,040.00 | 1.00 | 208.00 | 7.00 | 1,456.00 | 4.00 | 832.00 |
| 0006 | 202-02-38300 | Removal of Sign and U-Channel Post (Existing Object Markers) | 56 | EACH | 10.00 | 560.00 | 1.00 | 56.00 | 18.00 | 1,008.00 | 5.00 | 280.00 |
| 0007 | 202-02-38500 | Removal of Surfacing and Stablized Base | 31 | SQYD | 15.00 | 465.00 | 30.00 | 930.00 | 80.00 | 2,480.00 | 20.00 | 620.00 |
| 0008 | 202-03-38000 | Relocation of Sign (Exsisting Signs) | 30 | EACH | 10.00 | 300.00 | 40.00 | 1,200.00 | 60.00 | 1,800.00 | 50.00 | 1,500.00 |
| 0009 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,850 | CUYD | 6.00 | 17,100.00 | 13.00 | 37,050.00 | 22.00 | 62,700.00 | 20.00 | 57,000.00 |
| 0010 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 7,256 | CUYD | 6.00 | 43,536.00 | 10.00 | 72,560.00 | 6.00 | 43,536.00 | 14.00 | 101,584.00 |
| 0011 | 204-02-00100 | Temporary Hay or Straw Bales | 312 | EACH | 12.00 | 3,744.00 | 14.00 | 4,368.00 | 13.00 | 4,056.00 | 12.50 | 3,900.00 |
| 0012 | 204-06-00100 | Temporary Silt Fencing | 6,295 | LNFT | 1.65 | 10,386.75 | 2.50 | 15,737.50 | 1.70 | 10,701.50 | 1.50 | 9,442.50 |
| 0013 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 129,561 | SQYD | 5.50 | 712,585.50 | 8.50 | 1,101,268.50 | 6.10 | 790,322.10 | 5.00 | 647,805.00 |
| 0014 | 308-02-00100 | Removal of Existing Patches | 200 | SQYD | 1.00 | 200.00 | 21.00 | 4,200.00 | 24.00 | 4,800.00 | 20.00 | 4,000.00 |
| 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 537 | CUYD | 85.00 | 45,645.00 | 16.00 | 8,592.00 | 55.00 | 29,535.00 | 55.00 | 29,535.00 |
| 0016 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 18.00 | 9,000.00 | 17.00 | 8,500.00 | 32.00 | 16,000.00 | 25.00 | 12,500.00 |
| 0017 | 502-01-00100 | Superpave Asphaltic Concrete | 34,721.2 | TON | 70.00 | 2,430,484.00 | 70.00 | 2,430,484.00 | 80.75 | 2,803,736.90 | 85.00 | 2,951,302.00 |
| 0018 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,164.9 | TON | 135.00 | 157,261.50 | 1.00 | 1,164.90 | 135.00 | 157,261.50 | 140.00 | 163,086.00 |
| 0019 | 509-01-00100 | Cold Planing Asphaltic Pavement | 95,971 | SQYD | 1.00 | 95,971.00 | 1.20 | 115,165.20 | 1.90 | 182,344.90 | 1.50 | 143,956.50 |
| 0020 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,999 | CUYD | 20.00 | -59,980.00 | 0.00 | 0.00 | 1.00 | -2,999.00 | 20.00 | -59,980.00 |
| 0021 | 701-08-00100 | Relaying Pipe (Station 397+00) | 16 | LNFT | 150.00 | 2,400.00 | 170.00 | 2,720.00 | 110.00 | 1,760.00 | 100.00 | 1,600.00 |
| 0022 | 701-15-00100 | Concrete Collar | 2 | EACH | 2,500.00 | 5,000.00 | 1,800.00 | 3,600.00 | 1,000.00 | 2,000.00 | 1,800.00 | 3,600.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 125 | LNFT | 20.00 | 2,500.00 | 20.00 | 2,500.00 | 21.00 | 2,625.00 | 19.00 | 2,375.00 |
| 0024 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 75.00 | 3,750.00 | 38.00 | 1,900.00 | 50.00 | 2,500.00 | 45.00 | 2,250.00 |
| 0025 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 75.00 | 7,500.00 | 65.00 | 6,500.00 | 60.00 | 6,000.00 | 60.00 | 6,000.00 |
| 0026 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,400.00 | 9,600.00 | 2,100.00 | 8,400.00 | 2,100.00 | 8,400.00 | 2,100.00 | 8,400.00 |
| 0027 | 707-01-00100 | Concrete Curb | 40 | LNFT | 30.00 | 1,200.00 | 18.00 | 720.00 | 50.00 | 2,000.00 | 39.00 | 1,560.00 |
| 0028 | 711-02-00300 | Riprap (30 lb) (Station 397+00 Left of Center Line) | 36 | CUYD | 75.00 | 2,700.00 | 145.00 | 5,220.00 | 150.00 | 5,400.00 | 100.00 | 3,600.00 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 105,000.00 | 105,000.00 | 80,000.00 | 80,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 |
| 0030 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 96 | LNFT | 1.00 | 96.00 | 0.60 | 57.60 | 0.60 | 57.60 | 0.50 | 48.00 |
| 0031 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.491 | MILE | 240.00 | 3,957.84 | 200.00 | 3,298.20 | 180.00 | 2,968.38 | 200.00 | 3,298.20 |
| 0032 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 11.908 | MILE | 450.00 | 5,358.60 | 100.00 | 1,190.80 | 200.00 | 2,381.60 | 200.00 | 2,381.60 |
| 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 13.55 | MILE | 575.00 | 7,791.25 | 300.00 | 4,065.00 | 350.00 | 4,742.50 | 350.00 | 4,742.50 |
| 0034 | 716-01-00100 | Mulch (Vegetative) | 16 | TON | 275.00 | 4,400.00 | 600.00 | 9,600.00 | 250.00 | 4,000.00 | 650.00 | 10,400.00 |
| 0035 | 717-01-00100 | Seeding | 240 | LB | 35.00 | 8,400.00 | 11.00 | 2,640.00 | 35.00 | 8,400.00 | 8.50 | 2,040.00 |
| 0036 | 718-01-00100 | Fertilizer | 7,995 | LB | 1.00 | 7,995.00 | 0.55 | 4,397.25 | 0.40 | 3,198.00 | 0.55 | 4,397.25 |
| 0037 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 2,000.00 | 2,000.00 |
| 0038 | 726-01-00100 | Bedding Material | 4.4 | CUYD | 150.00 | 660.00 | 75.00 | 330.00 | 130.00 | 572.00 | 100.00 | 440.00 |
| 0039 | 727-01-00100 | Mobilization | 1 | LUMP | 350,000.00 | 350,000.00 | 308,500.00 | 308,500.00 | 156,000.00 | 156,000.00 | 260,000.00 | 260,000.00 |
| 0040 | 729-16-00300 | Object Marker Assembly (Type 3) | 56 | EACH | 80.00 | 4,480.00 | 80.00 | 4,480.00 | 80.00 | 4,480.00 | 80.00 | 4,480.00 |
| 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,383 | EACH | 5.00 | 6,915.00 | 5.00 | 6,915.00 | 6.00 | 8,298.00 | 5.50 | 7,606.50 |
| 0042 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 48 | LNFT | 5.00 | 240.00 | 5.00 | 240.00 | 12.00 | 576.00 | 10.00 | 480.00 |
| 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 6.775 | MILE | 3,000.00 | 20,325.00 | 2,600.00 | 17,615.00 | 3,000.00 | 20,325.00 | 2,675.00 | 18,123.13 |
| 0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.954 | MILE | 900.00 | 5,358.60 | 800.00 | 4,763.20 | 1,000.00 | 5,954.00 | 850.00 | 5,060.90 |
| 0045 | 735-01-00100 | Mailboxes | 108 | EACH | 5.00 | 540.00 | 1.00 | 108.00 | 1.00 | 108.00 | 5.00 | 540.00 |
| 0046 | 735-02-00100 | Mailbox Supports (Single) | 96 | EACH | 135.00 | 12,960.00 | 110.00 | 10,560.00 | 115.00 | 11,040.00 | 130.00 | 12,480.00 |
| 0047 | 735-04-00100 | Mailbox Supports (Multiple) | 3 | EACH | 375.00 | 1,125.00 | 350.00 | 1,050.00 | 400.00 | 1,200.00 | 360.00 | 1,080.00 |
| 0048 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 45,000.00 | 45,000.00 | 14,500.00 | 14,500.00 | 7,500.00 | 7,500.00 |
| 0049 | 805-01-00200 | Class A Concrete (Pipe Headwalls) (Station 397+00 Left of Center Line) | 10.56 | CUYD | 1,100.00 | 11,616.00 | 1,400.00 | 14,784.00 | 1,500.00 | 15,840.00 | 825.00 | 8,712.00 |
| 0050 | 806-01-00100 | Deformed Reinforcing Steel | 539 | LB | 2.00 | 1,078.00 | 2.00 | 1,078.00 | 2.00 | 1,078.00 | 1.00 | 539.00 |
| 0051 | NS-200-00020 | Cleaning Existing Ditches | 500 | LNFT | 8.50 | 4,250.00 | 8.00 | 4,000.00 | 5.00 | 2,500.00 | 5.00 | 2,500.00 |
| 0052 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 3,960 | INLF | 2.00 | 7,920.00 | 1.10 | 4,356.00 | 0.95 | 3,762.00 | 1.00 | 3,960.00 |
| 0053 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,064 | INLF | 3.00 | 3,192.00 | 1.50 | 1,596.00 | 3.00 | 3,192.00 | 1.50 | 1,596.00 |
| CONTRACTOR TOTAL | 4,126,582.04 | 4,385,936.15 | 4,472,392.98 | 4,481,359.08 | ||||||||