Bid Tabulations
Letting of
01/19/2011
LA DOTD Headquarters
| Lead Project: 137-02-0018 | |
| Parish: Vernon | |
| Routes: LA 465 | |
| Description: JCT. LA 28 - RAPIDES PARISH LINE | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, TREATED SUBGRADE LAYER, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $1,495,399.17 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $1,259,925.09 |
| 2 | 27239 | Apeck Construction, Inc. | $1,320,888.30 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $1,376,205.72 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $1,387,423.30 |
| 5 | 05789 | D & J Construction Co., Inc. | $1,507,062.71 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Apeck Construction, Inc. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - Diamond B Construction Co., L.L.C. |
||||
| 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 | 3,000.00 | 3,000.00 | 1,500.00 | 1,500.00 | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 3 | SQYD | 150.00 | 450.00 | 200.00 | 600.00 | 120.00 | 360.00 | 650.00 | 1,950.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 150 | LNFT | 3.00 | 450.00 | 10.00 | 1,500.00 | 10.00 | 1,500.00 | 3.00 | 450.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,870 | CUYD | 12.00 | 22,440.00 | 10.00 | 18,700.00 | 12.00 | 22,440.00 | 13.00 | 24,310.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 880 | CUYD | 12.00 | 10,560.00 | 15.00 | 13,200.00 | 13.00 | 11,440.00 | 13.00 | 11,440.00 |
| 0006 | 303-01-00300 | In-Place Cement Stabilzed Base Course (10" Thick) | 51,351 | SQYD | 5.49 | 281,916.99 | 6.25 | 320,943.75 | 5.80 | 297,835.80 | 6.00 | 308,106.00 |
| 0007 | 303-02-00100 | Removal of Existing Patches | 300 | SQYD | 15.00 | 4,500.00 | 7.00 | 2,100.00 | 5.00 | 1,500.00 | 16.00 | 4,800.00 |
| 0008 | 304-05-00100 | Lime Treatment (Type E) | 66.17 | TON | 510.00 | 33,746.70 | 211.00 | 13,961.87 | 375.00 | 24,813.75 | 425.00 | 28,122.25 |
| 0009 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 4,667 | SQYD | 7.00 | 32,669.00 | 5.00 | 23,335.00 | 8.00 | 37,336.00 | 7.50 | 35,002.50 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,702 | CUYD | 0.01 | 17.02 | 10.00 | 17,020.00 | 30.00 | 51,060.00 | 25.00 | 42,550.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 5,380.5 | TON | 71.50 | 384,705.75 | 71.50 | 384,705.75 | 73.00 | 392,776.50 | 67.00 | 360,493.50 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 335.9 | TON | 135.00 | 45,346.50 | 135.00 | 45,346.50 | 138.00 | 46,354.20 | 150.00 | 50,385.00 |
| 0013 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 34,919 | GAL | 3.50 | 122,216.50 | 3.40 | 118,724.60 | 3.30 | 115,232.70 | 3.10 | 108,248.90 |
| 0014 | 507-02-00200 | Aggregate (S2) | 51,351 | SQYD | 0.68 | 34,918.68 | 0.90 | 46,215.90 | 0.90 | 46,215.90 | 0.90 | 46,215.90 |
| 0015 | 507-02-00300 | Aggregate (S3) | 51,351 | SQYD | 0.68 | 34,918.68 | 0.70 | 35,945.70 | 0.65 | 33,378.15 | 0.70 | 35,945.70 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 48,913 | SQYD | 1.60 | 78,260.80 | 1.01 | 49,402.13 | 1.20 | 58,695.60 | 1.60 | 78,260.80 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,480 | CUYD | 0.01 | -24.80 | 0.01 | -24.80 | 0.50 | -1,240.00 | 0.10 | -248.00 |
| 0018 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 96 | LNFT | 165.00 | 15,840.00 | 370.00 | 35,520.00 | 240.00 | 23,040.00 | 200.00 | 19,200.00 |
| 0019 | 701-02-01160 | Cross Drain Pipe Arch (84" Equiv. RCPA) | 60 | LNFT | 750.00 | 45,000.00 | 870.00 | 52,200.00 | 800.00 | 48,000.00 | 850.00 | 51,000.00 |
| 0020 | 701-08-00100 | Relaying Pipe | 16 | LNFT | 100.00 | 1,600.00 | 250.00 | 4,000.00 | 110.00 | 1,760.00 | 110.00 | 1,760.00 |
| 0021 | 701-15-00100 | Concrete Collar | 4 | EACH | 1,000.00 | 4,000.00 | 1,800.00 | 7,200.00 | 650.00 | 2,600.00 | 700.00 | 2,800.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,000.00 | 12,000.00 | 3,000.00 | 12,000.00 | 2,150.00 | 8,600.00 | 2,100.00 | 8,400.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 2,850.00 | 2,850.00 | 7,500.00 | 7,500.00 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.345 | MILE | 400.00 | 3,338.00 | 200.00 | 1,669.00 | 250.00 | 2,086.25 | 150.00 | 1,251.75 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 7.19 | MILE | 1.00 | 7.19 | 200.00 | 1,438.00 | 1.00 | 7.19 | 210.00 | 1,509.90 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 5.784 | MILE | 1.00 | 5.78 | 400.00 | 2,313.60 | 1.00 | 5.78 | 400.00 | 2,313.60 |
| 0027 | 716-01-00100 | Mulch (Vegetative) | 2 | TON | 750.00 | 1,500.00 | 700.00 | 1,400.00 | 975.00 | 1,950.00 | 750.00 | 1,500.00 |
| 0028 | 717-01-00100 | Seeding | 35 | LB | 15.00 | 525.00 | 16.00 | 560.00 | 22.00 | 770.00 | 15.00 | 525.00 |
| 0029 | 718-01-00100 | Fertilizer | 1,000 | LB | 0.50 | 500.00 | 0.40 | 400.00 | 0.60 | 600.00 | 0.55 | 550.00 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 | 3,400.00 | 3,400.00 |
| 0031 | 726-01-00100 | Bedding Material | 53.8 | CUYD | 100.00 | 5,380.00 | 75.00 | 4,035.00 | 112.00 | 6,025.60 | 110.00 | 5,918.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 43,229.00 | 43,229.00 | 100,000.00 | 100,000.00 | 115,750.00 | 115,750.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 10 | EACH | 85.00 | 850.00 | 85.00 | 850.00 | 120.00 | 1,200.00 | 90.00 | 900.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 551 | EACH | 5.00 | 2,755.00 | 5.00 | 2,755.00 | 6.50 | 3,581.50 | 5.50 | 3,030.50 |
| 0035 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 14 | LNFT | 22.00 | 308.00 | 22.00 | 308.00 | 27.45 | 384.30 | 24.00 | 336.00 |
| 0036 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.892 | MILE | 2,400.00 | 6,940.80 | 2,400.00 | 6,940.80 | 3,000.00 | 8,676.00 | 2,500.00 | 7,230.00 |
| 0037 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.595 | MILE | 900.00 | 3,235.50 | 900.00 | 3,235.50 | 1,100.00 | 3,954.50 | 1,000.00 | 3,595.00 |
| 0038 | 735-01-00100 | Mailboxes | 18 | EACH | 1.00 | 18.00 | 1.00 | 18.00 | 12.00 | 216.00 | 12.00 | 216.00 |
| 0039 | 735-02-00100 | Mailbox Supports (Single) | 14 | EACH | 125.00 | 1,750.00 | 125.00 | 1,750.00 | 130.00 | 1,820.00 | 110.00 | 1,540.00 |
| 0040 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 170.00 | 680.00 | 125.00 | 500.00 | 215.00 | 860.00 | 135.00 | 540.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,800.00 | 3,800.00 | 32,000.00 | 32,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 |
| 0042 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 65 | INLF | 20.00 | 1,300.00 | 6.00 | 390.00 | 8.00 | 520.00 | 25.00 | 1,625.00 |
| CONTRACTOR TOTAL | 1,259,925.09 | 1,320,888.30 | 1,376,205.72 | 1,387,423.30 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - D & J Construction Co., Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,500.00 | 2,500.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 3 | SQYD | 25.00 | 75.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 150 | LNFT | 15.00 | 2,250.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,870 | CUYD | 12.50 | 23,375.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 880 | CUYD | 12.50 | 11,000.00 |
| 0006 | 303-01-00300 | In-Place Cement Stabilzed Base Course (10" Thick) | 51,351 | SQYD | 6.00 | 308,106.00 |
| 0007 | 303-02-00100 | Removal of Existing Patches | 300 | SQYD | 15.00 | 4,500.00 |
| 0008 | 304-05-00100 | Lime Treatment (Type E) | 66.17 | TON | 385.00 | 25,475.45 |
| 0009 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 4,667 | SQYD | 7.00 | 32,669.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,702 | CUYD | 21.00 | 35,742.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 5,380.5 | TON | 92.00 | 495,006.00 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 335.9 | TON | 142.00 | 47,697.80 |
| 0013 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 34,919 | GAL | 3.15 | 109,994.85 |
| 0014 | 507-02-00200 | Aggregate (S2) | 51,351 | SQYD | 0.84 | 43,134.84 |
| 0015 | 507-02-00300 | Aggregate (S3) | 51,351 | SQYD | 0.64 | 32,864.64 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 48,913 | SQYD | 1.75 | 85,597.75 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,480 | CUYD | 0.10 | -248.00 |
| 0018 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 96 | LNFT | 175.00 | 16,800.00 |
| 0019 | 701-02-01160 | Cross Drain Pipe Arch (84" Equiv. RCPA) | 60 | LNFT | 800.00 | 48,000.00 |
| 0020 | 701-08-00100 | Relaying Pipe | 16 | LNFT | 100.00 | 1,600.00 |
| 0021 | 701-15-00100 | Concrete Collar | 4 | EACH | 600.00 | 2,400.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,050.00 | 12,200.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 45,000.00 | 45,000.00 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.345 | MILE | 225.00 | 1,877.63 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 7.19 | MILE | 200.00 | 1,438.00 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 5.784 | MILE | 400.00 | 2,313.60 |
| 0027 | 716-01-00100 | Mulch (Vegetative) | 2 | TON | 650.00 | 1,300.00 |
| 0028 | 717-01-00100 | Seeding | 35 | LB | 8.00 | 280.00 |
| 0029 | 718-01-00100 | Fertilizer | 1,000 | LB | 0.45 | 450.00 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 3,000.00 | 3,000.00 |
| 0031 | 726-01-00100 | Bedding Material | 53.8 | CUYD | 100.00 | 5,380.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 10 | EACH | 100.00 | 1,000.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 551 | EACH | 5.50 | 3,030.50 |
| 0035 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 14 | LNFT | 23.00 | 322.00 |
| 0036 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.892 | MILE | 2,450.00 | 7,085.40 |
| 0037 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.595 | MILE | 950.00 | 3,415.25 |
| 0038 | 735-01-00100 | Mailboxes | 18 | EACH | 5.00 | 90.00 |
| 0039 | 735-02-00100 | Mailbox Supports (Single) | 14 | EACH | 125.00 | 1,750.00 |
| 0040 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 175.00 | 700.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 17,500.00 | 17,500.00 |
| 0042 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 65 | INLF | 6.00 | 390.00 |
| CONTRACTOR TOTAL | 1,507,062.71 | |||||