Bid Tabulations
Letting of
08/14/2013
LA DOTD Headquarters
| Lead Project: H.009946.6 | |
| Parish: St. Martin | |
| Routes: LA 352 | |
| Description: LA 352: HERMAN DUPUIS RD - COFFEE TOWN RD | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC PAVEMENT, SUBGRADE TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $4,216,389.08 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $3,542,956.60 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $3,891,238.44 |
| 3 | 33663 | Glenn Lege Construction Inc | $4,032,319.85 |
| 4 | 51821 | Elliott Construction, LLC | $4,631,418.79 |
| 5 | 00849 | F. G. Sullivan, Jr. Contractor LLC | $4,799,061.25 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Glenn Lege Construction Inc |
- 4 - Elliott Construction, LLC |
||||
| 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 | 29 | SQYD | 38.75 | 1,123.75 | 25.00 | 725.00 | 17.00 | 493.00 | 20.00 | 580.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) (18" EQUIV. CMPA) | 1,435 | LNFT | 1.00 | 1,435.00 | 6.50 | 9,327.50 | 11.00 | 15,785.00 | 16.00 | 22,960.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 500 | CUYD | 9.25 | 4,625.00 | 30.00 | 15,000.00 | 20.00 | 10,000.00 | 20.00 | 10,000.00 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 50 | CUYD | 15.25 | 762.50 | 50.00 | 2,500.00 | 20.00 | 1,000.00 | 25.00 | 1,250.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 48 | EACH | 121.00 | 5,808.00 | 10.00 | 480.00 | 151.50 | 7,272.00 | 105.00 | 5,040.00 |
| 0006 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 63,199 | SQYD | 9.10 | 575,110.90 | 11.00 | 695,189.00 | 10.50 | 663,589.50 | 13.50 | 853,186.50 |
| 0007 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 64,516 | SQYD | 6.75 | 435,483.00 | 5.15 | 332,257.40 | 6.00 | 387,096.00 | 6.50 | 419,354.00 |
| 0008 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 60,602 | SQYD | 9.35 | 566,628.70 | 11.90 | 721,163.80 | 11.50 | 696,923.00 | 15.00 | 909,030.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 4,027 | CUYD | 35.45 | 142,757.15 | 35.00 | 140,945.00 | 64.50 | 259,741.50 | 40.00 | 161,080.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 13,026.4 | TON | 81.00 | 1,055,138.40 | 75.00 | 976,980.00 | 89.25 | 1,162,606.20 | 98.00 | 1,276,587.20 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,403.1 | TON | 78.00 | 187,441.80 | 1.00 | 2,403.10 | 98.00 | 235,503.80 | 115.00 | 276,356.50 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 59,340 | SQYD | 1.65 | 97,911.00 | 4.00 | 237,360.00 | 2.10 | 124,614.00 | 1.25 | 74,175.00 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,091 | CUYD | 1.00 | -3,091.00 | 0.01 | -30.91 | 0.10 | -309.10 | 0.01 | -30.91 |
| 0014 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 1,528 | LNFT | 110.50 | 168,844.00 | 80.00 | 122,240.00 | 84.00 | 128,352.00 | 116.00 | 177,248.00 |
| 0015 | 701-04-02040 | Storm Drain Pipe Arch (Outfall) (24" Equiv. CMPA) | 80 | LNFT | 86.75 | 6,940.00 | 55.00 | 4,400.00 | 49.00 | 3,920.00 | 125.00 | 10,000.00 |
| 0016 | 701-15-00100 | Concrete Collar | 4 | EACH | 1,065.00 | 4,260.00 | 600.00 | 2,400.00 | 350.00 | 1,400.00 | 1,000.00 | 4,000.00 |
| 0017 | 710-01-00100 | Flowable Fill | 412 | CUYD | 99.75 | 41,097.00 | 150.00 | 61,800.00 | 107.00 | 44,084.00 | 118.00 | 48,616.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,750.00 | 18,750.00 | 75,000.00 | 75,000.00 | 23,630.00 | 23,630.00 | 25,000.00 | 25,000.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.853 | MILE | 154.00 | 1,363.36 | 165.00 | 1,460.75 | 675.00 | 5,975.78 | 475.00 | 4,205.18 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.261 | MILE | 475.00 | 2,498.98 | 250.00 | 1,315.25 | 225.00 | 1,183.73 | 220.00 | 1,157.42 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 27.627 | MILE | 550.00 | 15,194.85 | 450.00 | 12,432.15 | 444.40 | 12,277.44 | 440.00 | 12,155.88 |
| 0022 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 6,050.00 | 6,050.00 |
| 0023 | 726-01-00100 | Bedding Material | 300 | CUYD | 105.00 | 31,500.00 | 60.00 | 18,000.00 | 105.00 | 31,500.00 | 95.00 | 28,500.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 355,000.00 | 355,000.00 | 148,225.00 | 148,225.00 | 250,000.00 | 250,000.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 48 | EACH | 84.00 | 4,032.00 | 100.00 | 4,800.00 | 94.00 | 4,512.00 | 94.00 | 4,512.00 |
| 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | 878 | EACH | 5.25 | 4,609.50 | 5.00 | 4,390.00 | 4.50 | 3,951.00 | 4.40 | 3,863.20 |
| 0027 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.813 | MILE | 2,500.00 | 34,532.50 | 2,500.00 | 34,532.50 | 2,445.00 | 33,772.79 | 2,420.00 | 33,427.46 |
| 0028 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.631 | MILE | 855.00 | 2,249.51 | 900.00 | 2,367.90 | 670.00 | 1,762.77 | 660.00 | 1,736.46 |
| 0029 | 735-01-00100 | Mailboxes | 4 | EACH | 1.25 | 5.00 | 12.00 | 48.00 | 1.11 | 4.44 | 1.10 | 4.40 |
| 0030 | 735-02-00100 | Mailbox Supports (Single) | 4 | EACH | 255.00 | 1,020.00 | 205.00 | 820.00 | 280.00 | 1,120.00 | 198.00 | 792.00 |
| 0031 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,750.00 | 10,750.00 | 50,000.00 | 50,000.00 | 13,635.00 | 13,635.00 | 10,000.00 | 10,000.00 |
| 0032 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 466 | INLF | 1.45 | 675.70 | 2.00 | 932.00 | 1.50 | 699.00 | 1.25 | 582.50 |
| CONTRACTOR TOTAL | 3,542,956.60 | 3,891,238.44 | 4,032,319.85 | 4,631,418.79 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - F. G. Sullivan, Jr. Contractor LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 29 | SQYD | 12.00 | 348.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) (18" EQUIV. CMPA) | 1,435 | LNFT | 5.00 | 7,175.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 500 | CUYD | 22.00 | 11,000.00 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 50 | CUYD | 29.00 | 1,450.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 48 | EACH | 120.00 | 5,760.00 |
| 0006 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 63,199 | SQYD | 15.00 | 947,985.00 |
| 0007 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 64,516 | SQYD | 8.00 | 516,128.00 |
| 0008 | 305-01-03020 | Subgrade Layer (10" Thick) (Treated) | 60,602 | SQYD | 15.00 | 909,030.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 4,027 | CUYD | 20.00 | 80,540.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 13,026.4 | TON | 88.00 | 1,146,323.20 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,403.1 | TON | 88.00 | 211,472.80 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 59,340 | SQYD | 4.00 | 237,360.00 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,091 | CUYD | 0.00 | 0.00 |
| 0014 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 1,528 | LNFT | 100.00 | 152,800.00 |
| 0015 | 701-04-02040 | Storm Drain Pipe Arch (Outfall) (24" Equiv. CMPA) | 80 | LNFT | 55.00 | 4,400.00 |
| 0016 | 701-15-00100 | Concrete Collar | 4 | EACH | 500.00 | 2,000.00 |
| 0017 | 710-01-00100 | Flowable Fill | 412 | CUYD | 145.00 | 59,740.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 129,000.00 | 129,000.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.853 | MILE | 500.00 | 4,426.50 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.261 | MILE | 200.00 | 1,052.20 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 27.627 | MILE | 400.00 | 11,050.80 |
| 0022 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 |
| 0023 | 726-01-00100 | Bedding Material | 300 | CUYD | 45.00 | 13,500.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 224,000.00 | 224,000.00 |
| 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 48 | EACH | 95.00 | 4,560.00 |
| 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | 878 | EACH | 2.75 | 2,414.50 |
| 0027 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.813 | MILE | 2,300.00 | 31,769.90 |
| 0028 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.631 | MILE | 850.00 | 2,236.35 |
| 0029 | 735-01-00100 | Mailboxes | 4 | EACH | 10.00 | 40.00 |
| 0030 | 735-02-00100 | Mailbox Supports (Single) | 4 | EACH | 200.00 | 800.00 |
| 0031 | 740-01-00100 | Construction Layout | 1 | LUMP | 75,000.00 | 75,000.00 |
| 0032 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 466 | INLF | 1.50 | 699.00 |
| CONTRACTOR TOTAL | 4,799,061.25 | |||||