Bid Tabulations for the Letting of 8/11/2021 LA DOTD Headquarters
Proposal:H.013081.6
Parish:West Carroll
Description:ROUNDHILL ROAD OVER LITTLE COLEWA BAYOU
Type Construction:CLEARING AND GRUBBING, REMOVAL OF TIMBER BRIDGE, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, ASPHALT CONCRETE OVERLAY, PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$709,735.45
| Rank | License | Bidder | Construction Bid |
| 1 | 59705 | David Temple dba Northern State Construction, LLC | $554,700.35 |
| 2 | 14788 | Louisiana Bridge, Inc. | $592,379.57 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $873,268.80 |
| 4 | 49239 | WL Bass Construction Inc. | $1,029,602.49 |
| 5 | 39462 | JB JAMES CONSTRUCTION LLC | $1,053,708.75 |
| 6 | 39613 | BAKER PILE DRIVING AND SITE WORK LLC | $1,248,356.93 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
David Temple dba Northern State Construction, LLC | - 2 -
Louisiana Bridge, Inc. | - 3 -
Diamond B Construction Co., L.L.C. | - 4 -
WL Bass Construction Inc. |
| 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 | 10,000.00 | 10,000.00 | 3,000.00 | 3,000.00 | 6,500.00 | 6,500.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 774 | SQYD | 5.00 | 3,870.00 | 4.00 | 3,096.00 | 6.00 | 4,644.00 | 2.00 | 1,548.00 |
| 0003 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 490 | SQYD | 5.00 | 2,450.00 | 4.00 | 1,960.00 | 10.00 | 4,900.00 | 3.00 | 1,470.00 |
| 0004 | 202-02-04501 | Removal of Bridge EXISTING TIMBER BRIDGE (24' W X 58' L) | 1,530 | LUMP | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 15,000.00 | 15,000.00 | 28,000.00 | 28,000.00 |
| 0005 | 203-02-00100 | Drainage Excavation | 109 | CUYD | 25.00 | 2,725.00 | 10.00 | 1,090.00 | 45.00 | 4,905.00 | 15.00 | 1,635.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 33,000.00 | 33,000.00 | 34,200.00 | 34,200.00 |
| 0007 | 204-02-00100 | Temporary Hay Bales | 30 | EACH | 25.00 | 750.00 | 10.00 | 300.00 | 30.00 | 900.00 | 25.00 | 750.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 830 | LNFT | 2.00 | 1,660.00 | 3.00 | 2,490.00 | 2.25 | 1,867.50 | 3.00 | 2,490.00 |
| 0009 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | 1,005.19 | SQYD | 25.00 | 25,129.75 | 48.00 | 48,249.12 | 30.00 | 30,155.70 | 46.00 | 46,238.74 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 22.1 | CUYD | 100.00 | 2,210.00 | 54.00 | 1,193.40 | 100.00 | 2,210.00 | 135.00 | 2,983.50 |
| 0011 | 502-01-00100 | Asphalt Concrete | 188.66 | TON | 185.00 | 34,902.10 | 180.00 | 33,958.80 | 235.00 | 44,335.10 | 225.00 | 42,448.50 |
| 0012 | 701-05-01062 | Side Drain Pipe (24" RCP/RPVCP/CMP) | 192 | LNFT | 50.00 | 9,600.00 | 72.00 | 13,824.00 | 200.00 | 38,400.00 | 84.00 | 16,128.00 |
| 0013 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 50 | LNFT | 29.00 | 1,450.00 | 33.00 | 1,650.00 | 33.00 | 1,650.00 | 29.00 | 1,450.00 |
| 0014 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 90.00 | 9,000.00 | 102.00 | 10,200.00 | 100.00 | 10,000.00 | 90.00 | 9,000.00 |
| 0015 | 704-10-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,250.00 | 13,000.00 | 3,700.00 | 14,800.00 | 3,600.00 | 14,400.00 | 3,250.00 | 13,000.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 340 | SQYD | 56.00 | 19,040.00 | 86.00 | 29,240.00 | 95.00 | 32,300.00 | 100.00 | 34,000.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 340 | SQYD | 3.00 | 1,020.00 | 3.00 | 1,020.00 | 5.00 | 1,700.00 | 4.00 | 1,360.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 15,000.00 | 15,000.00 | 22,000.00 | 22,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,500.00 | 1,250.00 | 2,000.00 | 1,000.00 | 2,800.00 | 1,400.00 | 2,500.00 | 1,250.00 |
| 0020 | 717-01-00100 | Seeding | 8 | LB | 50.00 | 400.00 | 30.00 | 240.00 | 55.00 | 440.00 | 50.00 | 400.00 |
| 0021 | 718-01-00100 | Fertilizer | 241 | LB | 2.00 | 482.00 | 1.50 | 361.50 | 2.20 | 530.20 | 2.25 | 542.25 |
| 0022 | 726-01-00100 | Bedding Material | 17.8 | CUYD | 100.00 | 1,780.00 | 70.00 | 1,246.00 | 150.00 | 2,670.00 | 150.00 | 2,670.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 32,500.00 | 32,500.00 | 47,000.00 | 47,000.00 | 128,500.00 | 128,500.00 | 102,000.00 | 102,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 105.00 | 420.00 | 120.00 | 480.00 | 120.00 | 480.00 | 105.00 | 420.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 0026 | 804-01-00300 | Precast Concrete Piles (16") | 1,040 | LNFT | 110.00 | 114,400.00 | 85.50 | 88,920.00 | 115.00 | 119,600.00 | 200.00 | 208,000.00 |
| 0027 | 805-12-00500 | Bridge Superstructure and Substructure (28' Roadway, 90 Degree Crossing) (28' CLR RDWY x 60' L, CAST-IN-PLACE SLAB SPAN) | 1,680 | SQFT | 120.00 | 201,600.00 | 133.50 | 224,280.00 | 169.00 | 283,920.00 | 188.00 | 315,840.00 |
| 0028 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 795 | SQFT | 2.00 | 1,590.00 | 1.00 | 795.00 | 3.50 | 2,782.50 | 2.10 | 1,669.50 |
| 0029 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 795 | SQFT | 2.00 | 1,590.00 | 1.00 | 795.00 | 3.50 | 2,782.50 | 2.07 | 1,645.65 |
| 0030 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 580 | SQFT | 55.00 | 31,900.00 | 65.00 | 37,700.00 | 85.00 | 49,300.00 | 144.00 | 83,520.00 |
| 0031 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 396.3 | INLF | 5.00 | 1,981.50 | 2.50 | 990.75 | 1.00 | 396.30 | 4.50 | 1,783.35 |
| 0032 | 804-18-00100 | Vibration Monitoring | 4 | DAY | 750.00 | 3,000.00 | 750.00 | 3,000.00 | 900.00 | 3,600.00 | 290.00 | 1,160.00 |
| | | | | | | | | | | | | |
| | | CONTRACTOR TOTAL | | | | 554,700.35 | | 592,379.57 | | 873,268.80 | | 1,029,602.49 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
JB JAMES CONSTRUCTION LLC | - 6 -
BAKER PILE DRIVING AND SITE WORK LLC |
| Unit Price | Total
Amount | Unit Price | Total
Amount |
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 150,000.00 | 150,000.00 | 18,920.22 | 18,920.22 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 774 | SQYD | 5.00 | 3,870.00 | 13.49 | 10,441.26 |
| 0003 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 490 | SQYD | 8.00 | 3,920.00 | 33.92 | 16,620.80 |
| 0004 | 202-02-04501 | Removal of Bridge EXISTING TIMBER BRIDGE (24' W X 58' L) | 1,530 | LUMP | 150,000.00 | 150,000.00 | 32,922.73 | 32,922.73 |
| 0005 | 203-02-00100 | Drainage Excavation | 109 | CUYD | 52.00 | 5,668.00 | 38.72 | 4,220.48 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 40,000.00 | 40,000.00 | 18,527.30 | 18,527.30 |
| 0007 | 204-02-00100 | Temporary Hay Bales | 30 | EACH | 25.00 | 750.00 | 64.12 | 1,923.60 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 830 | LNFT | 3.00 | 2,490.00 | 2.21 | 1,834.30 |
| 0009 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | 1,005.19 | SQYD | 25.00 | 25,129.75 | 26.40 | 26,537.02 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 22.1 | CUYD | 125.00 | 2,762.50 | 194.59 | 4,300.44 |
| 0011 | 502-01-00100 | Asphalt Concrete | 188.66 | TON | 250.00 | 47,165.00 | 305.80 | 57,692.23 |
| 0012 | 701-05-01062 | Side Drain Pipe (24" RCP/RPVCP/CMP) | 192 | LNFT | 75.00 | 14,400.00 | 122.10 | 23,443.20 |
| 0013 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 50 | LNFT | 29.00 | 1,450.00 | 60.50 | 3,025.00 |
| 0014 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 90.00 | 9,000.00 | 121.00 | 12,100.00 |
| 0015 | 704-10-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,250.00 | 13,000.00 | 5,142.50 | 20,570.00 |
| 0016 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 340 | SQYD | 80.00 | 27,200.00 | 47.73 | 16,228.20 |
| 0017 | 711-04-00100 | Geotextile Fabric | 340 | SQYD | 6.00 | 2,040.00 | 2.49 | 846.60 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 14,091.66 | 14,091.66 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,500.00 | 1,250.00 | 3,106.07 | 1,553.04 |
| 0020 | 717-01-00100 | Seeding | 8 | LB | 50.00 | 400.00 | 54.44 | 435.52 |
| 0021 | 718-01-00100 | Fertilizer | 241 | LB | 2.00 | 482.00 | 3.56 | 857.96 |
| 0022 | 726-01-00100 | Bedding Material | 17.8 | CUYD | 100.00 | 1,780.00 | 244.20 | 4,346.76 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 110,000.00 | 110,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 121.00 | 484.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 28,121.50 | 28,121.50 |
| 0026 | 804-01-00300 | Precast Concrete Piles (16") | 1,040 | LNFT | 150.00 | 156,000.00 | 128.10 | 133,224.00 |
| 0027 | 805-12-00500 | Bridge Superstructure and Substructure (28' Roadway, 90 Degree Crossing) (28' CLR RDWY x 60' L, CAST-IN-PLACE SLAB SPAN) | 1,680 | SQFT | 125.00 | 210,000.00 | 236.45 | 397,236.00 |
| 0028 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 795 | SQFT | 1.00 | 795.00 | 4.38 | 3,482.10 |
| 0029 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 795 | SQFT | 5.00 | 3,975.00 | 5.67 | 4,507.65 |
| 0030 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 580 | SQFT | 60.00 | 34,800.00 | 475.72 | 275,917.60 |
| 0031 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 396.3 | INLF | 5.00 | 1,981.50 | 3.85 | 1,525.76 |
| 0032 | 804-18-00100 | Vibration Monitoring | 4 | DAY | 2,000.00 | 8,000.00 | 605.00 | 2,420.00 |
| | | | | | | | | |
| | | CONTRACTOR TOTAL | | | | 1,053,708.75 | | 1,248,356.93 |