Bid Tabulations
Letting of
02/08/2012
LA DOTD Headquarters
| Lead Project: H.009221.6 | |
| Parish: Washington | |
| Routes: LA 10 | |
| Description: LA 10 BOX CULVERT REPLACEMENT | |
| Type Const: DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $152,628.66 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 39001 | Jd's Rebar & Construction Inc. | $196,671.61 |
| 2 | 06276 | Barriere Construction Co., LLC | $198,363.99 |
| 3 | 02179 | Boh Bros. Construction Co., LLC. | $199,797.49 |
| 4 | 49356 | Kort's Trucking Inc. | $199,969.05 |
| 5 | 12198 | Byron E. Talbot Contractor, Inc. | $218,312.80 |
| 6 | 11242 | Gilmore & Son Construction Corp. | $279,075.04 |
| 7 | 16378 | Mcdonald Const. Inc. of Slidell | $308,240.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Jd's Rebar & Construction Inc. |
- 2 - Barriere Construction Co., LLC |
- 3 - Boh Bros. Construction Co., LLC. |
- 4 - Kort's Trucking Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06020 | Removal of Concrete Box Culverts 10'x5'x38' RCB | 1 | EACH | 4,500.00 | 4,500.00 | 18,000.00 | 18,000.00 | 6,240.00 | 6,240.00 | 5,000.00 | 5,000.00 |
| 0002 | 202-02-06040 | Removal of Concrete Box Headwall 10'x5' RCB | 2 | EACH | 1,300.00 | 2,600.00 | 4,000.00 | 8,000.00 | 2,000.00 | 4,000.00 | 5,000.00 | 10,000.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 232 | LNFT | 7.25 | 1,682.00 | 10.00 | 2,320.00 | 5.50 | 1,276.00 | 10.00 | 2,320.00 |
| 0004 | 202-02-38300 | Removal of Sign and U-Channel Post | 5 | EACH | 43.00 | 215.00 | 39.00 | 195.00 | 40.00 | 200.00 | 55.00 | 275.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 400 | CUYD | 61.00 | 24,400.00 | 7.00 | 2,800.00 | 19.00 | 7,600.00 | 20.00 | 8,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 48.00 | 576.00 | 166.00 | 1,992.00 | 19.00 | 228.00 | 15.00 | 180.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 100 | LNFT | 13.00 | 1,300.00 | 6.00 | 600.00 | 3.00 | 300.00 | 2.50 | 250.00 |
| 0008 | 302-01-00700 | Class II Base Course (Stone) FOR BACKFILL | 80 | CUYD | 160.00 | 12,800.00 | 40.00 | 3,200.00 | 110.00 | 8,800.00 | 75.00 | 6,000.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 41.1 | TON | 300.00 | 12,330.00 | 400.00 | 16,440.00 | 300.00 | 12,330.00 | 235.00 | 9,658.50 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 373.33 | SQYD | 36.00 | 13,439.88 | 20.00 | 7,466.60 | 20.00 | 7,466.60 | 17.00 | 6,346.61 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -20.74 | CUYD | 43.00 | -891.82 | 0.01 | -0.21 | 15.00 | -311.10 | 0.01 | -0.21 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 108.9 | SQYD | 71.00 | 7,731.90 | 50.00 | 5,445.00 | 160.00 | 17,424.00 | 162.00 | 17,641.80 |
| 0013 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 175 | LNFT | 76.00 | 13,300.00 | 66.00 | 11,550.00 | 82.00 | 14,350.00 | 80.00 | 14,000.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 43.8 | LNFT | 24.00 | 1,051.20 | 22.00 | 963.60 | 64.00 | 2,803.20 | 22.00 | 963.60 |
| 0015 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,000.00 | 12,000.00 | 2,700.00 | 10,800.00 | 2,231.00 | 8,924.00 | 2,200.00 | 8,800.00 |
| 0016 | 712-03-00100 | Stone Revetment STA 12+60 42 SY LT. 42 SY RT. (14" THICK) | 84 | SQYD | 82.00 | 6,888.00 | 40.00 | 3,360.00 | 76.00 | 6,384.00 | 90.00 | 7,560.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,200.00 | 6,200.00 | 9,200.00 | 9,200.00 | 9,787.00 | 9,787.00 | 12,000.00 | 12,000.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 20,000.00 | 20,000.00 | 19,000.00 | 19,000.00 | 16,300.00 | 16,300.00 | 15,000.00 | 15,000.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 90.00 | 360.00 | 91.00 | 364.00 | 85.00 | 340.00 | 80.00 | 320.00 |
| 0020 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.05 | MILE | 61,000.00 | 3,050.00 | 54,000.00 | 2,700.00 | 21,169.40 | 1,058.47 | 20,000.00 | 1,000.00 |
| 0021 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.02 | MILE | 30,000.00 | 600.00 | 27,000.00 | 540.00 | 10,641.00 | 212.82 | 10,000.00 | 200.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,900.00 | 3,900.00 | 1,000.00 | 1,000.00 | 842.00 | 842.00 | 10,000.00 | 10,000.00 |
| 0023 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 17.65 | CUYD | 1,000.00 | 17,650.00 | 1,000.00 | 17,650.00 | 1,300.00 | 22,945.00 | 1,350.00 | 23,827.50 |
| 0024 | 805-12-21020 | Reinforced Concrete Box Culverts (6' x 5') (Precast) | 80 | LNFT | 350.00 | 28,000.00 | 660.00 | 52,800.00 | 580.00 | 46,400.00 | 450.00 | 36,000.00 |
| 0025 | 806-01-00100 | Deformed Reinforcing Steel | 1,275 | LB | 1.15 | 1,466.25 | 1.20 | 1,530.00 | 1.30 | 1,657.50 | 2.75 | 3,506.25 |
| 0026 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 448 | INLF | 3.40 | 1,523.20 | 1.00 | 448.00 | 5.00 | 2,240.00 | 2.50 | 1,120.00 |
| CONTRACTOR TOTAL | 196,671.61 | 198,363.99 | 199,797.49 | 199,969.05 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Byron E. Talbot Contractor, Inc. |
- 6 - Gilmore & Son Construction Corp. |
- 7 - Mcdonald Const. Inc. of Slidell |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06020 | Removal of Concrete Box Culverts 10'x5'x38' RCB | 1 | EACH | 700.00 | 700.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-02-06040 | Removal of Concrete Box Headwall 10'x5' RCB | 2 | EACH | 350.00 | 700.00 | 6,000.00 | 12,000.00 | 3,000.00 | 6,000.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 232 | LNFT | 7.00 | 1,624.00 | 10.00 | 2,320.00 | 8.00 | 1,856.00 |
| 0004 | 202-02-38300 | Removal of Sign and U-Channel Post | 5 | EACH | 30.00 | 150.00 | 100.00 | 500.00 | 15.00 | 75.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 400 | CUYD | 12.75 | 5,100.00 | 25.00 | 10,000.00 | 15.00 | 6,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 12 | EACH | 30.00 | 360.00 | 25.00 | 300.00 | 20.00 | 240.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 100 | LNFT | 2.50 | 250.00 | 3.00 | 300.00 | 5.00 | 500.00 |
| 0008 | 302-01-00700 | Class II Base Course (Stone) FOR BACKFILL | 80 | CUYD | 88.50 | 7,080.00 | 70.00 | 5,600.00 | 98.00 | 7,840.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 41.1 | TON | 440.00 | 18,084.00 | 500.00 | 20,550.00 | 250.00 | 10,275.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 373.33 | SQYD | 22.00 | 8,213.26 | 25.00 | 9,333.25 | 20.00 | 7,466.60 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -20.74 | CUYD | 0.01 | -0.21 | 0.01 | -0.21 | 5.00 | -103.70 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 108.9 | SQYD | 120.00 | 13,068.00 | 150.00 | 16,335.00 | 180.00 | 19,602.00 |
| 0013 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 175 | LNFT | 85.00 | 14,875.00 | 85.00 | 14,875.00 | 92.00 | 16,100.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 43.8 | LNFT | 21.00 | 919.80 | 25.00 | 1,095.00 | 26.50 | 1,160.70 |
| 0015 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,300.00 | 9,200.00 | 2,300.00 | 9,200.00 | 2,300.00 | 9,200.00 |
| 0016 | 712-03-00100 | Stone Revetment STA 12+60 42 SY LT. 42 SY RT. (14" THICK) | 84 | SQYD | 80.00 | 6,720.00 | 150.00 | 12,600.00 | 80.00 | 6,720.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 13,500.00 | 13,500.00 | 10,000.00 | 10,000.00 | 51,850.00 | 51,850.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 34,000.00 | 34,000.00 | 26,000.00 | 26,000.00 | 40,000.00 | 40,000.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 88.00 | 352.00 | 100.00 | 400.00 | 90.00 | 360.00 |
| 0020 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.05 | MILE | 3,200.00 | 160.00 | 80,000.00 | 4,000.00 | 22,500.00 | 1,125.00 |
| 0021 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.02 | MILE | 1,060.00 | 21.20 | 60,000.00 | 1,200.00 | 20,000.00 | 400.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,500.00 | 3,500.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 |
| 0023 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 17.65 | CUYD | 1,425.00 | 25,151.25 | 1,500.00 | 26,475.00 | 2,600.00 | 45,890.00 |
| 0024 | 805-12-21020 | Reinforced Concrete Box Culverts (6' x 5') (Precast) | 80 | LNFT | 650.00 | 52,000.00 | 850.00 | 68,000.00 | 520.00 | 41,600.00 |
| 0025 | 806-01-00100 | Deformed Reinforcing Steel | 1,275 | LB | 1.50 | 1,912.50 | 8.00 | 10,200.00 | 2.50 | 3,187.50 |
| 0026 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 448 | INLF | 1.50 | 672.00 | 4.00 | 1,792.00 | 2.00 | 896.00 |
| CONTRACTOR TOTAL | 218,312.80 | 279,075.04 | 308,240.10 | |||||||