Bid Tabulations
Letting of
11/16/2011
LA DOTD Headquarters
| Lead Project: 415-01-0007 | |
| Parish: Livingston, Tangipahoa | |
| Routes: LA 40 | |
| Description: LA 40: Jct. LA 43 - West Jct. I-55 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $2,711,855.88 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,499,517.82 |
| 2 | 06276 | Barriere Construction Co., LLC. | $2,588,404.27 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $2,750,233.96 |
| 4 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $3,664,875.84 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Barriere Construction Co., LLC. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - F.G. Sullivan, Jr. Contractor LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02000 | Removal of Asphalt Drives | 16.7 | SQYD | 80.00 | 1,336.00 | 0.01 | 0.17 | 30.00 | 501.00 | 25.00 | 417.50 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 16.7 | SQYD | 80.00 | 1,336.00 | 100.00 | 1,670.00 | 30.00 | 501.00 | 25.00 | 417.50 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 1,676 | LNFT | 2.50 | 4,190.00 | 2.00 | 3,352.00 | 6.00 | 10,056.00 | 7.00 | 11,732.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) For Removal of Existing Cross Drains at Locations as Shown on Summary of Drainage Structure Table | 412 | LNFT | 12.00 | 4,944.00 | 11.00 | 4,532.00 | 15.00 | 6,180.00 | 8.00 | 3,296.00 |
| 0005 | 202-02-38300 | Removal of Sign and U-Channel Post | 20 | EACH | 115.00 | 2,300.00 | 40.00 | 800.00 | 260.00 | 5,200.00 | 25.00 | 500.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,600 | CUYD | 16.00 | 41,600.00 | 5.00 | 13,000.00 | 24.00 | 62,400.00 | 18.00 | 46,800.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,009 | CUYD | 16.00 | 32,144.00 | 5.00 | 10,045.00 | 16.00 | 32,144.00 | 18.00 | 36,162.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 108 | EACH | 12.00 | 1,296.00 | 15.00 | 1,620.00 | 15.00 | 1,620.00 | 12.00 | 1,296.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 3,707 | LNFT | 1.50 | 5,560.50 | 1.40 | 5,189.80 | 1.35 | 5,004.45 | 1.55 | 5,745.85 |
| 0010 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 29,420 | SQYD | 6.05 | 177,991.00 | 6.25 | 183,875.00 | 5.25 | 154,455.00 | 8.00 | 235,360.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,224 | CUYD | 45.00 | 55,080.00 | 1.00 | 1,224.00 | 35.00 | 42,840.00 | 25.00 | 30,600.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,000 | CUYD | 22.00 | 22,000.00 | 1.00 | 1,000.00 | 15.00 | 15,000.00 | 50.00 | 50,000.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 15,140.2 | TON | 77.00 | 1,165,795.40 | 85.00 | 1,286,917.00 | 80.00 | 1,211,216.00 | 100.00 | 1,514,020.00 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,031.5 | TON | 1.00 | 3,031.50 | 1.00 | 3,031.50 | 120.00 | 363,780.00 | 100.00 | 303,150.00 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 64,354 | SQYD | 1.80 | 115,837.20 | 1.00 | 64,354.00 | 1.25 | 80,442.50 | 3.50 | 225,239.00 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,682 | CUYD | 0.10 | -268.20 | 12.00 | -32,184.00 | 1.00 | -2,682.00 | 0.00 | 0.00 |
| 0017 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 493 | SQYD | 107.00 | 52,751.00 | 75.00 | 36,975.00 | 88.00 | 43,384.00 | 100.00 | 49,300.00 |
| 0018 | 510-02-00100 | Pavement Widening | 1,151.4 | SQYD | 46.00 | 52,964.40 | 62.00 | 71,386.80 | 65.00 | 74,841.00 | 100.00 | 115,140.00 |
| 0019 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 40 | LNFT | 125.00 | 5,000.00 | 150.00 | 6,000.00 | 175.00 | 7,000.00 | 130.00 | 5,200.00 |
| 0020 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 232 | LNFT | 135.00 | 31,320.00 | 150.00 | 34,800.00 | 180.00 | 41,760.00 | 160.00 | 37,120.00 |
| 0021 | 701-02-02220 | Cross Drain Pipe Arch (60" Equiv. RCPA or 72" Equiv. CMPA) | 112 | LNFT | 325.00 | 36,400.00 | 350.00 | 39,200.00 | 300.00 | 33,600.00 | 400.00 | 44,800.00 |
| 0022 | 701-02-02240 | Cross Drain Pipe Arch (72" Equiv. RCPA or 84" Equiv. CMPA) | 60 | LNFT | 550.00 | 33,000.00 | 550.00 | 33,000.00 | 385.00 | 23,100.00 | 500.00 | 30,000.00 |
| 0023 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 168.8 | LNFT | 45.00 | 7,596.00 | 44.00 | 7,427.20 | 34.00 | 5,739.20 | 31.00 | 5,232.80 |
| 0024 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 862 | LNFT | 55.00 | 47,410.00 | 60.00 | 51,720.00 | 48.00 | 41,376.00 | 43.50 | 37,497.00 |
| 0025 | 704-03-00100 | Blocked Out Guard Rail For 2 nested double-beam guard rails @ Structure #4150201671 | 175 | LNFT | 30.00 | 5,250.00 | 27.00 | 4,725.00 | 25.00 | 4,375.00 | 24.00 | 4,200.00 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 562.5 | LNFT | 21.00 | 11,812.50 | 22.00 | 12,375.00 | 20.00 | 11,250.00 | 18.00 | 10,125.00 |
| 0027 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 60.00 | 18,000.00 | 70.00 | 21,000.00 | 55.00 | 16,500.00 | 53.00 | 15,900.00 |
| 0028 | 704-11-00100 | Guard Rail End Treatment (Flared) | 17 | EACH | 2,100.00 | 35,700.00 | 2,600.00 | 44,200.00 | 2,200.00 | 37,400.00 | 2,000.00 | 34,000.00 |
| 0029 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,200.00 | 4,400.00 | 3,100.00 | 6,200.00 | 2,600.00 | 5,200.00 | 2,400.00 | 4,800.00 |
| 0030 | 707-01-00100 | Concrete Curb | 120 | LNFT | 40.00 | 4,800.00 | 40.00 | 4,800.00 | 45.00 | 5,400.00 | 30.00 | 3,600.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades Signing for Road Closure Detour | 1 | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 4,500.00 | 4,500.00 | 25,000.00 | 25,000.00 |
| 0032 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 92,000.00 | 92,000.00 | 240,000.00 | 240,000.00 | 35,000.00 | 35,000.00 | 250,000.00 | 250,000.00 |
| 0033 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 36 | LNFT | 0.85 | 30.60 | 1.00 | 36.00 | 5.65 | 203.40 | 0.35 | 12.60 |
| 0034 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.796 | MILE | 170.00 | 2,515.32 | 210.00 | 3,107.16 | 350.00 | 5,178.60 | 500.00 | 7,398.00 |
| 0035 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.963 | MILE | 250.00 | 3,240.75 | 425.00 | 5,509.28 | 1.00 | 12.96 | 10.00 | 129.63 |
| 0036 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 37.146 | MILE | 250.00 | 9,286.50 | 660.00 | 24,516.36 | 1.00 | 37.15 | 10.00 | 371.46 |
| 0037 | 717-01-00100 | Seeding | 287 | LB | 10.00 | 2,870.00 | 8.00 | 2,296.00 | 9.50 | 2,726.50 | 8.50 | 2,439.50 |
| 0038 | 718-01-00100 | Fertilizer | 9,561 | LB | 0.65 | 6,214.65 | 0.60 | 5,736.60 | 0.65 | 6,214.65 | 0.55 | 5,258.55 |
| 0039 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 2,000.00 | 2,000.00 | 4,500.00 | 4,500.00 | 4,000.00 | 4,000.00 |
| 0040 | 726-01-00100 | Bedding Material | 102.8 | CUYD | 70.00 | 7,196.00 | 70.00 | 7,196.00 | 95.00 | 9,766.00 | 85.00 | 8,738.00 |
| 0041 | 727-01-00100 | Mobilization | 1 | LUMP | 249,000.00 | 249,000.00 | 240,000.00 | 240,000.00 | 260,000.00 | 260,000.00 | 350,000.00 | 350,000.00 |
| 0042 | 729-16-00300 | Object Marker Assembly (Type 3) | 38 | EACH | 80.00 | 3,040.00 | 90.00 | 3,420.00 | 84.00 | 3,192.00 | 75.00 | 2,850.00 |
| 0043 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,100 | EACH | 6.00 | 6,600.00 | 5.50 | 6,050.00 | 6.75 | 7,425.00 | 5.25 | 5,775.00 |
| 0044 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 18 | LNFT | 5.00 | 90.00 | 23.00 | 414.00 | 10.00 | 180.00 | 5.00 | 90.00 |
| 0045 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.382 | MILE | 2,900.00 | 35,907.80 | 3,200.00 | 39,622.40 | 2,800.00 | 34,669.60 | 2,800.00 | 34,669.60 |
| 0046 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.321 | MILE | 900.00 | 3,888.90 | 1,000.00 | 4,321.00 | 950.00 | 4,104.95 | 850.00 | 3,672.85 |
| 0047 | 735-01-00100 | Mailboxes | 64 | EACH | 10.00 | 640.00 | 20.00 | 1,280.00 | 10.00 | 640.00 | 10.00 | 640.00 |
| 0048 | 735-02-00100 | Mailbox Supports (Single) | 56 | EACH | 120.00 | 6,720.00 | 135.00 | 7,560.00 | 115.00 | 6,440.00 | 95.00 | 5,320.00 |
| 0049 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 250.00 | 500.00 | 1,000.00 | 2,000.00 | 280.00 | 560.00 | 205.00 | 410.00 |
| 0050 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 49,000.00 | 49,000.00 | 10,000.00 | 10,000.00 | 74,450.00 | 74,450.00 |
| 0051 | NS-200-00020 | Cleaning Existing Ditches | 1,800 | LNFT | 5.00 | 9,000.00 | 5.00 | 9,000.00 | 7.00 | 12,600.00 | 10.00 | 18,000.00 |
| 0052 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 400 | INLF | 5.00 | 2,000.00 | 0.01 | 4.00 | 1.50 | 600.00 | 2.00 | 800.00 |
| 0053 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 400 | INLF | 5.00 | 2,000.00 | 4.00 | 1,600.00 | 1.50 | 600.00 | 5.00 | 2,000.00 |
| 0054 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,200.00 | 1,200.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 |
| CONTRACTOR TOTAL | 2,499,517.82 | 2,588,404.27 | 2,750,233.96 | 3,664,875.84 | ||||||||