Bid Tabulations for the Letting of 4/14/2021 LA DOTD Headquarters
Proposal:H.014324.6
Parish:Rapides
Routes:LA 3250
Description:LA 3250: I-49/UP RR OVERPASS REPAIR
Type Construction:REMOVAL OF BRIDGE DECK (HYDRODEMOLITION), BRIDGE REPAIRS AND RELATED WORK.
Estimated Construction Cost:$1,206,834.29
| Rank | License | Bidder | Construction Bid |
| 1 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $1,067,081.00 |
| 2 | 47488 | OCCI INC of Missouri | $1,198,928.54 |
| 3 | 02179 | Boh Bros. Construction Co., LLC. | $1,286,332.00 |
| 4 | 55950 | Brown Industrial Construction, LLC | $1,643,653.00 |
| 5 | 39462 | JB JAMES CONSTRUCTION LLC | $1,726,737.00 |
| 6 | 55519 | Key, LLC Of Mississippi | $1,767,094.00 |
| 7 | 44133 | Gibson & Associates Inc. | $1,773,578.00 |
| 8 | 00009 | Coastal Contractors, Inc. | $1,924,508.75 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
GILCHRIST CONSTRUCTION COMPANY, LLC | - 2 -
OCCI INC of Missouri | - 3 -
Boh Bros. Construction Co., LLC. | - 4 -
Brown Industrial Construction, LLC |
| Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount |
| 0001 | 202-02-04501 | Removal of Bridge 3 GIRDER SEGMENT FROM SPAN 11 | 1,960 | LUMP | 100,000.00 | 100,000.00 | 77,654.34 | 77,654.34 | 60,000.00 | 60,000.00 | 500,000.00 | 500,000.00 |
| 0002 | 202-02-04510 | Removal of Bridge Deck (Hydro Demolition) FULL DEPTH | 2,200 | SFIN | 23.00 | 50,600.00 | 38.66 | 85,052.00 | 34.50 | 75,900.00 | 40.00 | 88,000.00 |
| 0003 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 35,000.00 | 35,000.00 | 15,572.00 | 15,572.00 | 70,000.00 | 70,000.00 | 200,000.00 | 200,000.00 |
| 0004 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 15 | EACH | 700.00 | 10,500.00 | 907.00 | 13,605.00 | 1,900.00 | 28,500.00 | 1,800.00 | 27,000.00 |
| 0005 | 713-11-00100 | Portable Changeable Message Signs | 2 | EACH | 5,000.00 | 10,000.00 | 3,750.00 | 7,500.00 | 4,500.00 | 9,000.00 | 3,000.00 | 6,000.00 |
| 0006 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 114,560.00 | 114,560.00 | 125,000.00 | 125,000.00 | 150,000.00 | 150,000.00 |
| 0007 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 10,942.00 | 10,942.00 | 60,000.00 | 60,000.00 | 85,000.00 | 85,000.00 |
| 0008 | 805-01-00200 | Class A1 Concrete (Deck) | 54.1 | CUYD | 3,700.00 | 200,170.00 | 3,010.00 | 162,841.00 | 4,000.00 | 216,400.00 | 5,600.00 | 302,960.00 |
| 0009 | 805-08-00500 | Precast-Prestressed Concrete Girders (Type IV) | 284 | LNFT | 300.00 | 85,200.00 | 294.00 | 83,496.00 | 375.00 | 106,500.00 | 350.00 | 99,400.00 |
| 0010 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 582 | SQFT | 3.00 | 1,746.00 | 6.60 | 3,841.20 | 6.00 | 3,492.00 | 1.50 | 873.00 |
| 0011 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,605 | SQFT | 3.00 | 4,815.00 | 2.20 | 3,531.00 | 4.00 | 6,420.00 | 2.00 | 3,210.00 |
| 0012 | 806-01-00100 | Deformed Reinforcing Steel | 15,500 | LB | 2.00 | 31,000.00 | 1.40 | 21,700.00 | 2.00 | 31,000.00 | 1.40 | 21,700.00 |
| 0013 | 807-01-00200 | Structural Metalwork (Grade 50) | 111 | LUMP | 5,000.00 | 5,000.00 | 1,602.00 | 1,602.00 | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 |
| 0014 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 47 | LUMP | 6,000.00 | 6,000.00 | 1,096.00 | 1,096.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 |
| 0015 | 810-01-00110 | Concrete Bridge Railing (32 inch Height) | 97 | LNFT | 200.00 | 19,400.00 | 216.00 | 20,952.00 | 210.00 | 20,370.00 | 200.00 | 19,400.00 |
| 0016 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 4 | SFIN | 325.00 | 1,300.00 | 353.00 | 1,412.00 | 300.00 | 1,200.00 | 390.00 | 1,560.00 |
| 0017 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 10 | SFIN | 375.00 | 3,750.00 | 307.00 | 3,070.00 | 600.00 | 6,000.00 | 450.00 | 4,500.00 |
| 0018 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 85 | LNFT | 280.00 | 23,800.00 | 266.00 | 22,610.00 | 350.00 | 29,750.00 | 250.00 | 21,250.00 |
| 0019 | 830-02-00100 | Bridge Substructure Repair | 6 | EACH | 300.00 | 1,800.00 | 757.00 | 4,542.00 | 1,050.00 | 6,300.00 | 300.00 | 1,800.00 |
| 0020 | 830-08-00100 | Span Movement | 2 | EACH | 181,000.00 | 362,000.00 | 271,675.00 | 543,350.00 | 209,000.00 | 418,000.00 | 50,000.00 | 100,000.00 |
| | | | | | | | | | | | | |
| | | CONTRACTOR TOTAL | | | | 1,067,081.00 | | 1,198,928.54 | | 1,286,332.00 | | 1,643,653.00 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
JB JAMES CONSTRUCTION LLC | - 6 -
Key, LLC Of Mississippi | - 7 -
Gibson & Associates Inc. | - 8 -
Coastal Contractors, Inc. |
| Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount |
| 0001 | 202-02-04501 | Removal of Bridge 3 GIRDER SEGMENT FROM SPAN 11 | 1,960 | LUMP | 200,000.00 | 200,000.00 | 514,000.00 | 514,000.00 | 198,000.00 | 198,000.00 | 250,000.00 | 250,000.00 |
| 0002 | 202-02-04510 | Removal of Bridge Deck (Hydro Demolition) FULL DEPTH | 2,200 | SFIN | 25.00 | 55,000.00 | 8.00 | 17,600.00 | 45.00 | 99,000.00 | 40.00 | 88,000.00 |
| 0003 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 200,000.00 | 200,000.00 | 31,220.00 | 31,220.00 | 125,000.00 | 125,000.00 | 105,000.00 | 105,000.00 |
| 0004 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 15 | EACH | 50.00 | 750.00 | 2,530.00 | 37,950.00 | 1,900.00 | 28,500.00 | 1,300.00 | 19,500.00 |
| 0005 | 713-11-00100 | Portable Changeable Message Signs | 2 | EACH | 30,000.00 | 60,000.00 | 12,200.00 | 24,400.00 | 5,000.00 | 10,000.00 | 5,200.00 | 10,400.00 |
| 0006 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 | 300,000.00 | 300,000.00 | 175,000.00 | 175,000.00 | 180,000.00 | 180,000.00 |
| 0007 | 740-01-00100 | Construction Layout | 1 | LUMP | 100,000.00 | 100,000.00 | 84,800.00 | 84,800.00 | 39,000.00 | 39,000.00 | 50,000.00 | 50,000.00 |
| 0008 | 805-01-00200 | Class A1 Concrete (Deck) | 54.1 | CUYD | 6,000.00 | 324,600.00 | 2,000.00 | 108,200.00 | 3,685.00 | 199,358.50 | 3,500.00 | 189,350.00 |
| 0009 | 805-08-00500 | Precast-Prestressed Concrete Girders (Type IV) | 284 | LNFT | 1,300.00 | 369,200.00 | 800.00 | 227,200.00 | 235.00 | 66,740.00 | 600.00 | 170,400.00 |
| 0010 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 582 | SQFT | 1.00 | 582.00 | 4.00 | 2,328.00 | 3.50 | 2,037.00 | 2.75 | 1,600.50 |
| 0011 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,605 | SQFT | 5.00 | 8,025.00 | 4.00 | 6,420.00 | 3.50 | 5,617.50 | 3.65 | 5,858.25 |
| 0012 | 806-01-00100 | Deformed Reinforcing Steel | 15,500 | LB | 10.00 | 155,000.00 | 2.25 | 34,875.00 | 3.50 | 54,250.00 | 2.00 | 31,000.00 |
| 0013 | 807-01-00200 | Structural Metalwork (Grade 50) | 111 | LUMP | 20,000.00 | 20,000.00 | 33,300.00 | 33,300.00 | 1,500.00 | 1,500.00 | 10,000.00 | 10,000.00 |
| 0014 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 47 | LUMP | 13,000.00 | 13,000.00 | 12,540.00 | 12,540.00 | 2,500.00 | 2,500.00 | 18,000.00 | 18,000.00 |
| 0015 | 810-01-00110 | Concrete Bridge Railing (32 inch Height) | 97 | LNFT | 140.00 | 13,580.00 | 508.00 | 49,276.00 | 275.00 | 26,675.00 | 150.00 | 14,550.00 |
| 0016 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 4 | SFIN | 1,000.00 | 4,000.00 | 305.00 | 1,220.00 | 250.00 | 1,000.00 | 400.00 | 1,600.00 |
| 0017 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 10 | SFIN | 1,000.00 | 10,000.00 | 305.00 | 3,050.00 | 250.00 | 2,500.00 | 475.00 | 4,750.00 |
| 0018 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 85 | LNFT | 200.00 | 17,000.00 | 175.00 | 14,875.00 | 380.00 | 32,300.00 | 300.00 | 25,500.00 |
| 0019 | 830-02-00100 | Bridge Substructure Repair | 6 | EACH | 1,000.00 | 6,000.00 | 2,640.00 | 15,840.00 | 1,600.00 | 9,600.00 | 1,500.00 | 9,000.00 |
| 0020 | 830-08-00100 | Span Movement | 2 | EACH | 10,000.00 | 20,000.00 | 124,000.00 | 248,000.00 | 347,500.00 | 695,000.00 | 370,000.00 | 740,000.00 |
| | | | | | | | | | | | | |
| | | CONTRACTOR TOTAL | | | | 1,726,737.00 | | 1,767,094.00 | | 1,773,578.00 | | 1,924,508.75 |