Bid Tabulations
Letting of
09/22/2010
LA DOTD Headquarters
| Lead Project: 853-21-0002 | |
| Parish: Tangipahoa | |
| Routes: LA 1249 | |
| Description: Jct. La 22 - Jct. La 1040 | |
| Type Const: Patch, Base, Cold Plane, Drainage, Overlay & Striping | |
| Estimated Construction Cost: $1,961,732.90 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,772,540.55 |
| 2 | 06276 | Barriere Construction Co., LLC. | $1,851,000.94 |
| 3 | 00046 | Barber Bros. Contracting Co., L.L.C | $2,095,832.65 |
| 4 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $2,497,417.17 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Barriere Construction Co., LLC. |
- 3 - Barber Bros. Contracting Co., L.L.C |
- 4 - F.G. Sullivan, Jr. Contractor LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 |
| 0002 | 202-02-02000 | Removal of Asphalt Drives | 488 | SQYD | 10.00 | 4,880.00 | 1.00 | 488.00 | 20.00 | 9,760.00 | 5.00 | 2,440.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 191 | SQYD | 26.00 | 4,966.00 | 30.00 | 5,730.00 | 30.00 | 5,730.00 | 5.00 | 955.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 344 | LNFT | 2.25 | 774.00 | 5.00 | 1,720.00 | 12.00 | 4,128.00 | 2.00 | 688.00 |
| 0005 | 202-02-38300 | Removal of Sign and U-Channel Post | 18 | EACH | 80.00 | 1,440.00 | 20.00 | 360.00 | 50.00 | 900.00 | 20.00 | 360.00 |
| 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,976 | CUYD | 20.00 | 39,520.00 | 5.00 | 9,880.00 | 12.00 | 23,712.00 | 10.00 | 19,760.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 30.00 | 1,440.00 | 15.00 | 720.00 | 10.00 | 480.00 | 13.00 | 624.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 600 | LNFT | 4.00 | 2,400.00 | 5.00 | 3,000.00 | 2.25 | 1,350.00 | 3.00 | 1,800.00 |
| 0009 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 36,681 | SQYD | 7.35 | 269,605.35 | 7.50 | 275,107.50 | 6.00 | 220,086.00 | 12.00 | 440,172.00 |
| 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 30.00 | 15,000.00 | 5.00 | 2,500.00 | 50.00 | 25,000.00 | 25.00 | 12,500.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 12,215.5 | TON | 57.00 | 696,283.50 | 60.00 | 732,930.00 | 75.00 | 916,162.50 | 93.00 | 1,136,041.50 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,249.4 | TON | 108.00 | 134,935.20 | 60.00 | 74,964.00 | 100.00 | 124,940.00 | 93.00 | 116,194.20 |
| 0013 | 509-01-00100 | Cold Planing Asphaltic Pavement 4" cold plane | 32,518 | SQYD | 2.00 | 65,036.00 | 2.00 | 65,036.00 | 2.75 | 89,424.50 | 5.50 | 178,849.00 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 18,844 | SQYD | 1.60 | 30,150.40 | 1.00 | 18,844.00 | 2.60 | 48,994.40 | 3.50 | 65,954.00 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,495 | CUYD | 0.10 | -349.50 | 15.00 | -52,425.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0016 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 200 | SQYD | 107.00 | 21,400.00 | 75.00 | 15,000.00 | 75.00 | 15,000.00 | 93.00 | 18,600.00 |
| 0017 | 701-02-01120 | Cross Drain Pipe Arch (60" Equiv. RCPA) Sta. 96+35 - Metal alternate not allowed | 40 | LNFT | 290.00 | 11,600.00 | 300.00 | 12,000.00 | 350.00 | 14,000.00 | 400.00 | 16,000.00 |
| 0018 | 701-02-02001 | Cross Drain Pipe Arch (24" Equiv. RCPA or 24" Equiv. CMPA) Sta. 46+25 & Sta. 143+40 | 84 | LNFT | 150.00 | 12,600.00 | 260.00 | 21,840.00 | 175.00 | 14,700.00 | 150.00 | 12,600.00 |
| 0019 | 701-13-01140 | Corrugated Metal Pipe Arch (Extension) (54" Equiv.) Sta. 85+50, Right of centerline. | 4 | LNFT | 1,500.00 | 6,000.00 | 1,000.00 | 4,000.00 | 750.00 | 3,000.00 | 300.00 | 1,200.00 |
| 0020 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 51.00 | 10,200.00 | 47.00 | 9,400.00 | 52.00 | 10,400.00 | 45.00 | 9,000.00 |
| 0021 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 144 | LNFT | 62.00 | 8,928.00 | 60.00 | 8,640.00 | 65.00 | 9,360.00 | 55.00 | 7,920.00 |
| 0022 | 704-01-02020 | Guard Rail (DoubleThrie Beam) (6'-3" post spacing) | 50 | LNFT | 45.00 | 2,250.00 | 50.00 | 2,500.00 | 50.00 | 2,500.00 | 40.00 | 2,000.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 237.5 | LNFT | 22.00 | 5,225.00 | 21.00 | 4,987.50 | 25.00 | 5,937.50 | 20.00 | 4,750.00 |
| 0024 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,300.00 | 27,600.00 | 2,200.00 | 26,400.00 | 2,500.00 | 30,000.00 | 2,100.00 | 25,200.00 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 16,100.00 | 16,100.00 | 55,000.00 | 55,000.00 | 35,000.00 | 35,000.00 | 85,000.00 | 85,000.00 |
| 0026 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 690 | LNFT | 0.25 | 172.50 | 0.10 | 69.00 | 0.30 | 207.00 | 0.10 | 69.00 |
| 0027 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 1,254 | LNFT | 0.85 | 1,065.90 | 0.01 | 12.54 | 1.00 | 1,254.00 | 0.25 | 313.50 |
| 0028 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 6.847 | MILE | 150.00 | 1,027.05 | 200.00 | 1,369.40 | 250.00 | 1,711.75 | 500.00 | 3,423.50 |
| 0029 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.246 | MILE | 500.00 | 2,623.00 | 100.00 | 524.60 | 350.00 | 1,836.10 | 100.00 | 524.60 |
| 0030 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 17.854 | MILE | 600.00 | 10,712.40 | 100.00 | 1,785.40 | 350.00 | 6,248.90 | 100.00 | 1,785.40 |
| 0031 | 726-01-00100 | Bedding Material | 0.8 | CUYD | 1,000.00 | 800.00 | 10.00 | 8.00 | 200.00 | 160.00 | 200.00 | 160.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 56,000.00 | 56,000.00 | 180,000.00 | 180,000.00 | 160,000.00 | 160,000.00 | 50,000.00 | 50,000.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 18 | EACH | 70.00 | 1,260.00 | 80.00 | 1,440.00 | 75.00 | 1,350.00 | 65.00 | 1,170.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 455 | EACH | 5.50 | 2,502.50 | 10.00 | 4,550.00 | 6.00 | 2,730.00 | 5.25 | 2,388.75 |
| 0035 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 627 | LNFT | 1.50 | 940.50 | 8.00 | 5,016.00 | 2.00 | 1,254.00 | 1.35 | 846.45 |
| 0036 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 345 | LNFT | 5.50 | 1,897.50 | 20.00 | 6,900.00 | 6.00 | 2,070.00 | 5.00 | 1,725.00 |
| 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 9.219 | MILE | 2,800.00 | 25,813.20 | 3,000.00 | 27,657.00 | 3,000.00 | 27,657.00 | 2,500.00 | 23,047.50 |
| 0038 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.623 | MILE | 950.00 | 2,491.85 | 1,000.00 | 2,623.00 | 1,000.00 | 2,623.00 | 850.00 | 2,229.55 |
| 0039 | 735-01-00100 | Mailboxes | 97 | EACH | 1.00 | 97.00 | 2.00 | 194.00 | 2.00 | 194.00 | 1.00 | 97.00 |
| 0040 | 735-02-00100 | Mailbox Supports (Single) | 93 | EACH | 130.00 | 12,090.00 | 120.00 | 11,160.00 | 130.00 | 12,090.00 | 115.00 | 10,695.00 |
| 0041 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 400.00 | 400.00 | 450.00 | 450.00 | 500.00 | 500.00 | 400.00 | 400.00 |
| 0042 | 739-01-00100 | Hydro-Seeding | 4.1 | ACRE | 1,400.00 | 5,740.00 | 1,100.00 | 4,510.00 | 1,500.00 | 6,150.00 | 1,050.00 | 4,305.00 |
| 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,400.00 | 4,400.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0044 | NS-200-00020 | Cleaning Existing Ditches | 500 | LNFT | 11.00 | 5,500.00 | 3.00 | 1,500.00 | 10.00 | 5,000.00 | 10.00 | 5,000.00 |
| 0045 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 9,240 | INLF | 0.60 | 5,544.00 | 0.05 | 462.00 | 0.50 | 4,620.00 | 0.50 | 4,620.00 |
| 0046 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,612 | INLF | 1.60 | 5,779.20 | 4.00 | 14,448.00 | 1.00 | 3,612.00 | 0.50 | 1,806.00 |
| 0047 | NS-713-00001 | Dynamic Message Sign Unit | 6 | EACH | 5,700.00 | 34,200.00 | 9,450.00 | 56,700.00 | 1,500.00 | 9,000.00 | 1,533.87 | 9,203.22 |
| 0048 | NS-805-00016 | Bridge Superstructure Repair bridge deck | 1 | EACH | 200,000.00 | 200,000.00 | 201,000.00 | 201,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 |
| CONTRACTOR TOTAL | 1,772,540.55 | 1,851,000.94 | 2,095,832.65 | 2,497,417.17 | ||||||||