Bid Tabulations
Letting of
10/10/2012
LA DOTD Headquarters
| Lead Project: H.006042.6 | |
| Parish: Bossier | |
| Routes: | |
| Description: CAPLIS SLIGO ROAD BRIDGE OVER FLAT RIVER | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, LIME TREATMENT, SUPER PAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $1,161,039.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49239 | WL Bass Construction Inc. | $1,104,155.50 |
| 2 | 28218 | F. J. Burnell, Inc. | $1,108,227.10 |
| 3 | 12135 | Blount Bros. Construction, Inc. | $1,159,311.70 |
| 4 | 39462 | Jb James Construction Llc | $1,188,814.70 |
| 5 | 34567 | James Construction Group LLC | $1,295,554.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - WL Bass Construction Inc. |
- 2 - F. J. Burnell, Inc. |
- 3 - Blount Bros. Construction, Inc. |
- 4 - Jb James Construction Llc |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 100,000.00 | 100,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00; 23.3' X 181' TIMBER BRIDGE) | 1 | EACH | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 13 | SQYD | 6.00 | 78.00 | 20.00 | 260.00 | 20.00 | 260.00 | 100.00 | 1,300.00 |
| 0004 | 202-02-12000 | Removal of Fence | 267 | LNFT | 2.00 | 534.00 | 3.00 | 801.00 | 10.00 | 2,670.00 | 10.00 | 2,670.00 |
| 0005 | 202-02-32120 | Removal of Pipe (Side Drain) (STA 17+12 LT. - 24" CMP) | 55 | LNFT | 5.00 | 275.00 | 15.00 | 825.00 | 20.00 | 1,100.00 | 20.00 | 1,100.00 |
| 0006 | 202-02-32120 | Removal of Pipe (Side Drain) (STA 14+10 RT. - 12" PVC) | 30 | LNFT | 5.00 | 150.00 | 15.00 | 450.00 | 15.00 | 450.00 | 20.00 | 600.00 |
| 0007 | 202-02-32120 | Removal of Pipe (Side Drain) (STA 12+55 LT.. - 15" RCP) | 38 | LNFT | 5.00 | 190.00 | 15.00 | 570.00 | 18.00 | 684.00 | 20.00 | 760.00 |
| 0008 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,040.6 | SQYD | 5.00 | 10,203.00 | 5.00 | 10,203.00 | 6.00 | 12,243.60 | 5.00 | 10,203.00 |
| 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | 65,000.00 | 65,000.00 | 75,000.00 | 75,000.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 50.00 | 600.00 | 100.00 | 1,200.00 | 150.00 | 1,800.00 | 100.00 | 1,200.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 564 | LNFT | 0.50 | 282.00 | 2.00 | 1,128.00 | 3.00 | 1,692.00 | 2.00 | 1,128.00 |
| 0012 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 528.8 | CUYD | 105.00 | 55,524.00 | 70.00 | 37,016.00 | 92.00 | 48,649.60 | 96.00 | 50,764.80 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 31.76 | TON | 150.00 | 4,764.00 | 400.00 | 12,704.00 | 300.00 | 9,528.00 | 150.00 | 4,764.00 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 168 | CUYD | 115.00 | 19,320.00 | 70.00 | 11,760.00 | 40.00 | 6,720.00 | 97.00 | 16,296.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 423.7 | TON | 160.00 | 67,792.00 | 150.00 | 63,555.00 | 150.00 | 63,555.00 | 140.00 | 59,318.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 43 | TON | 160.00 | 6,880.00 | 165.00 | 7,095.00 | 150.00 | 6,450.00 | 150.00 | 6,450.00 |
| 0017 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 104 | LNFT | 40.00 | 4,160.00 | 50.00 | 5,200.00 | 45.00 | 4,680.00 | 30.00 | 3,120.00 |
| 0018 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 104 | LNFT | 50.00 | 5,200.00 | 65.00 | 6,760.00 | 60.00 | 6,240.00 | 45.00 | 4,680.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 39.6 | LNFT | 20.00 | 792.00 | 33.00 | 1,306.80 | 40.00 | 1,584.00 | 20.00 | 792.00 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 33.4 | LNFT | 60.00 | 2,004.00 | 83.00 | 2,772.20 | 80.00 | 2,672.00 | 65.00 | 2,171.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,000.00 | 4,000.00 | 2,600.00 | 5,200.00 | 2,500.00 | 5,000.00 | 2,000.00 | 4,000.00 |
| 0022 | 705-05-00100 | Double Swinging Driveway Gates | 2 | DBGT | 1,200.00 | 2,400.00 | 880.00 | 1,760.00 | 1,800.00 | 3,600.00 | 650.00 | 1,300.00 |
| 0023 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 103 | LNFT | 12.00 | 1,236.00 | 22.00 | 2,266.00 | 25.00 | 2,575.00 | 45.00 | 4,635.00 |
| 0024 | 705-09-00100 | Rebuilt Fence | 385 | LNFT | 6.00 | 2,310.00 | 27.50 | 10,587.50 | 45.00 | 17,325.00 | 35.00 | 13,475.00 |
| 0025 | 706-02-00200 | Concrete Drive (6" Thick) | 82.7 | SQYD | 65.00 | 5,375.50 | 45.00 | 3,721.50 | 45.00 | 3,721.50 | 55.00 | 4,548.50 |
| 0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,570 | SQYD | 45.00 | 70,650.00 | 66.00 | 103,620.00 | 60.00 | 94,200.00 | 55.00 | 86,350.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 1,570 | SQYD | 3.00 | 4,710.00 | 2.75 | 4,317.50 | 3.50 | 5,495.00 | 2.00 | 3,140.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 2.8 | TON | 850.00 | 2,380.00 | 1,000.00 | 2,800.00 | 700.00 | 1,960.00 | 850.00 | 2,380.00 |
| 0030 | 717-01-00100 | Seeding | 63 | LB | 15.00 | 945.00 | 8.00 | 504.00 | 20.00 | 1,260.00 | 7.00 | 441.00 |
| 0031 | 718-01-00100 | Fertilizer | 1,400 | LB | 1.00 | 1,400.00 | 0.65 | 910.00 | 1.00 | 1,400.00 | 0.90 | 1,260.00 |
| 0032 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | 420 | SQYD | 1.00 | 420.00 | 2.50 | 1,050.00 | 3.00 | 1,260.00 | 2.00 | 840.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 90,000.00 | 90,000.00 | 80,000.00 | 80,000.00 | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 125.00 | 500.00 | 200.00 | 800.00 | 85.00 | 340.00 |
| 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 7,500.00 | 7,500.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| 0036 | 804-01-00600 | Precast Concrete Piles (24") | 1,044 | LNFT | 190.00 | 198,360.00 | 215.00 | 224,460.00 | 180.00 | 187,920.00 | 110.00 | 114,840.00 |
| 0037 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 100.00 | 100.00 |
| 0038 | 805-01-00700 | Class A Concrete (Bents) | 61.79 | CUYD | 1,000.00 | 61,790.00 | 1,000.00 | 61,790.00 | 800.00 | 49,432.00 | 960.00 | 59,318.40 |
| 0039 | 805-03-00100 | Class AA Concrete | 150 | CUYD | 950.00 | 142,500.00 | 750.00 | 112,500.00 | 800.00 | 120,000.00 | 900.00 | 135,000.00 |
| 0040 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,185 | LNFT | 75.00 | 88,875.00 | 80.00 | 94,800.00 | 75.00 | 88,875.00 | 95.00 | 112,575.00 |
| 0041 | 806-01-00100 | Deformed Reinforcing Steel | 47,755 | LB | 1.00 | 47,755.00 | 0.92 | 43,934.60 | 2.00 | 95,510.00 | 1.00 | 47,755.00 |
| 0042 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 20,000.00 | 20,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 22,000.00 | 22,000.00 |
| 0043 | 810-01-00100 | Concrete Railing (Standard Barrier) | 400 | LNFT | 60.00 | 24,000.00 | 75.00 | 30,000.00 | 120.00 | 48,000.00 | 62.00 | 24,800.00 |
| 0044 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,500.00 | 3,000.00 | 2,200.00 | 4,400.00 | 1,500.00 | 3,000.00 | 1,200.00 | 2,400.00 |
| 0045 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (CURVED) (EAST) | 1 | EACH | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 |
| 0046 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (WEST) | 1 | EACH | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 12,500.00 | 12,500.00 | 10,000.00 | 10,000.00 |
| CONTRACTOR TOTAL | 1,104,155.50 | 1,108,227.10 | 1,159,311.70 | 1,188,814.70 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - James Construction Group LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 40,000.00 | 40,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 15+00; 23.3' X 181' TIMBER BRIDGE) | 1 | EACH | 100,000.00 | 100,000.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 13 | SQYD | 45.00 | 585.00 |
| 0004 | 202-02-12000 | Removal of Fence | 267 | LNFT | 3.00 | 801.00 |
| 0005 | 202-02-32120 | Removal of Pipe (Side Drain) (STA 17+12 LT. - 24" CMP) | 55 | LNFT | 10.00 | 550.00 |
| 0006 | 202-02-32120 | Removal of Pipe (Side Drain) (STA 14+10 RT. - 12" PVC) | 30 | LNFT | 10.00 | 300.00 |
| 0007 | 202-02-32120 | Removal of Pipe (Side Drain) (STA 12+55 LT.. - 15" RCP) | 38 | LNFT | 10.00 | 380.00 |
| 0008 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,040.6 | SQYD | 2.50 | 5,101.50 |
| 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 85,000.00 | 85,000.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 12 | EACH | 200.00 | 2,400.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 564 | LNFT | 3.00 | 1,692.00 |
| 0012 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 528.8 | CUYD | 130.00 | 68,744.00 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 31.76 | TON | 300.00 | 9,528.00 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 168 | CUYD | 80.00 | 13,440.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 423.7 | TON | 140.00 | 59,318.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 43 | TON | 150.00 | 6,450.00 |
| 0017 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 104 | LNFT | 55.00 | 5,720.00 |
| 0018 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 104 | LNFT | 50.00 | 5,200.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 39.6 | LNFT | 20.00 | 792.00 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 33.4 | LNFT | 65.00 | 2,171.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,200.00 | 4,400.00 |
| 0022 | 705-05-00100 | Double Swinging Driveway Gates | 2 | DBGT | 1,800.00 | 3,600.00 |
| 0023 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 103 | LNFT | 30.00 | 3,090.00 |
| 0024 | 705-09-00100 | Rebuilt Fence | 385 | LNFT | 45.00 | 17,325.00 |
| 0025 | 706-02-00200 | Concrete Drive (6" Thick) | 82.7 | SQYD | 55.00 | 4,548.50 |
| 0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,570 | SQYD | 45.00 | 70,650.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 1,570 | SQYD | 3.00 | 4,710.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 2.8 | TON | 850.00 | 2,380.00 |
| 0030 | 717-01-00100 | Seeding | 63 | LB | 20.00 | 1,260.00 |
| 0031 | 718-01-00100 | Fertilizer | 1,400 | LB | 1.00 | 1,400.00 |
| 0032 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | 420 | SQYD | 2.50 | 1,050.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 |
| 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0036 | 804-01-00600 | Precast Concrete Piles (24") | 1,044 | LNFT | 200.00 | 208,800.00 |
| 0037 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,500.00 | 1,500.00 |
| 0038 | 805-01-00700 | Class A Concrete (Bents) | 61.79 | CUYD | 1,200.00 | 74,148.00 |
| 0039 | 805-03-00100 | Class AA Concrete | 150 | CUYD | 1,000.00 | 150,000.00 |
| 0040 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,185 | LNFT | 65.00 | 77,025.00 |
| 0041 | 806-01-00100 | Deformed Reinforcing Steel | 47,755 | LB | 1.00 | 47,755.00 |
| 0042 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0043 | 810-01-00100 | Concrete Railing (Standard Barrier) | 400 | LNFT | 65.00 | 26,000.00 |
| 0044 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,200.00 | 2,400.00 |
| 0045 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (CURVED) (EAST) | 1 | EACH | 15,000.00 | 15,000.00 |
| 0046 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (WEST) | 1 | EACH | 15,000.00 | 15,000.00 |
| CONTRACTOR TOTAL | 1,295,554.00 | |||||