Bid Tabulations
Letting of
12/16/2009
LA DOTD Headquarters
| Lead Project: 451-06-0148-R1 | |
| Parish: Ouachita | |
| Routes: LA 3249 | |
| Description: LA 3249 (WELL ROAD) BRIDGE OVER I-20 | |
| Type Const: REMOVAL AND REPLACEMENT OF SUPERSTRUCTURE, STEEL GIRDER SPANS AND DECK OF OVERPASS, SUBSTRUCTURE REPAIRS, AND RELATED WORK. | |
| Estimated Construction Cost: $3,950,388.40 | |
| Maximum Number of Days Allowed for Construction: 295 | |
| Calculated Daily User Cost: $5,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 44133 | Gibson & Associates Inc | $3,174,512.01 | 212 | $4,234,512.01 |
| 2 | 09476 | Key Constructors, Inc. | $3,975,972.95 | 220 | $5,075,972.95 |
| 3 | 34567 | James Construction Group LLC | $4,183,676.65 | 250 | $5,433,676.65 |
| 4 | 33131 | American Contracting & Services,Inc | $4,396,160.44 | 240 | $5,596,160.44 |
| 5 | 47347 | Kiewit Louisiana Co | $5,390,675.10 | 168 | $6,230,675.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gibson & Associates Inc |
- 2 - Key Constructors, Inc. |
- 3 - James Construction Group LLC |
- 4 - American Contracting & Services,Inc |
||||
| 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 | 72,000.00 | 72,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 3.1 | SQYD | 100.00 | 310.00 | 1,500.00 | 4,650.00 | 750.00 | 2,325.00 | 100.00 | 310.00 |
| 0003 | 202-02-04120 | Removal of Bridge Superstructure (Steel Girder Span) | 8,710 | SQFT | 9.00 | 78,390.00 | 13.00 | 113,230.00 | 6.50 | 56,615.00 | 15.00 | 130,650.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 1,400 | LNFT | 2.20 | 3,080.00 | 3.00 | 4,200.00 | 2.00 | 2,800.00 | 2.00 | 2,800.00 |
| 0005 | 202-02-38400 | Removal of Structural Concrete PIER PROTECTION | 1 | LUMP | 13,000.00 | 13,000.00 | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,700.00 | 60,700.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 250 | LNFT | 7.70 | 1,925.00 | 5.00 | 1,250.00 | 6.00 | 1,500.00 | 5.00 | 1,250.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 1 | TON | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 4 | SQYD | 200.00 | 800.00 | 1,250.00 | 5,000.00 | 1,250.00 | 5,000.00 | 100.00 | 400.00 |
| 0010 | 701-01-02000 | Cross Drain Pipe (24" RCP/PP or 30" CMP) | 68 | LNFT | 135.00 | 9,180.00 | 100.00 | 6,800.00 | 70.00 | 4,760.00 | 100.00 | 6,800.00 |
| 0011 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 125 | LNFT | 33.00 | 4,125.00 | 42.00 | 5,250.00 | 45.00 | 5,625.00 | 30.00 | 3,750.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 793.3 | LNFT | 15.40 | 12,216.82 | 17.00 | 13,486.10 | 17.00 | 13,486.10 | 14.00 | 11,106.20 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 150 | LNFT | 71.50 | 10,725.00 | 50.00 | 7,500.00 | 50.00 | 7,500.00 | 65.00 | 9,750.00 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 6 | EACH | 2,200.00 | 13,200.00 | 2,000.00 | 12,000.00 | 2,000.00 | 12,000.00 | 2,000.00 | 12,000.00 |
| 0015 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 2 | EACH | 4,950.00 | 9,900.00 | 4,250.00 | 8,500.00 | 4,250.00 | 8,500.00 | 4,500.00 | 9,000.00 |
| 0016 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 2,102.6 | SQYD | 79.00 | 166,105.40 | 55.00 | 115,643.00 | 45.00 | 94,617.00 | 70.00 | 147,182.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 104,000.00 | 104,000.00 | 110,000.00 | 110,000.00 | 85,000.00 | 85,000.00 | 40,000.00 | 40,000.00 |
| 0018 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 336 | LNFT | 0.22 | 73.92 | 0.20 | 67.20 | 1.00 | 336.00 | 0.20 | 67.20 |
| 0019 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 110 | EACH | 675.00 | 74,250.00 | 575.00 | 63,250.00 | 1,235.00 | 135,850.00 | 1,200.00 | 132,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,100.00 | 1,650.00 | 650.00 | 975.00 | 1,000.00 | 1,500.00 | 1,000.00 | 1,500.00 |
| 0021 | 717-01-00100 | Seeding | 30 | LB | 55.00 | 1,650.00 | 10.00 | 300.00 | 20.00 | 600.00 | 20.00 | 600.00 |
| 0022 | 718-01-00100 | Fertilizer | 1,000 | LB | 2.75 | 2,750.00 | 1.00 | 1,000.00 | 1.50 | 1,500.00 | 1.50 | 1,500.00 |
| 0023 | 725-01-00100 | Temporary Detour Roads | 80.1 | SQYD | 330.00 | 26,433.00 | 275.00 | 22,027.50 | 320.00 | 25,632.00 | 250.00 | 20,025.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 300,000.00 | 300,000.00 | 385,000.00 | 385,000.00 | 415,000.00 | 415,000.00 | 439,616.04 | 439,616.04 |
| 0025 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 1 | EACH | 7,700.00 | 7,700.00 | 8,300.00 | 8,300.00 | 8,300.00 | 8,300.00 | 7,000.00 | 7,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 82.50 | 660.00 | 75.00 | 600.00 | 75.00 | 600.00 | 75.00 | 600.00 |
| 0027 | 731-02-00100 | Reflectorized Raised Pavement Markers | 19 | EACH | 5.61 | 106.59 | 5.10 | 96.90 | 6.00 | 114.00 | 5.10 | 96.90 |
| 0028 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.199 | MILE | 3,025.00 | 601.98 | 2,750.00 | 547.25 | 2,750.00 | 547.25 | 2,800.00 | 557.20 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | 16,000.00 | 16,000.00 |
| 0030 | 802-01-00100 | Structural Excavation | 29.4 | CUYD | 50.00 | 1,470.00 | 100.00 | 2,940.00 | 55.00 | 1,617.00 | 50.00 | 1,470.00 |
| 0031 | 802-02-00100 | Structural Excavation for Intermediate Bents | 56.1 | CUYD | 20.00 | 1,122.00 | 100.00 | 5,610.00 | 85.00 | 4,768.50 | 40.00 | 2,244.00 |
| 0032 | 805-01-00100 | Class A Concrete | 99.07 | CUYD | 1,050.00 | 104,023.50 | 1,000.00 | 99,070.00 | 1,150.00 | 113,930.50 | 1,200.00 | 118,884.00 |
| 0033 | 805-01-00500 | Class A Concrete (Footings) | 12.63 | CUYD | 850.00 | 10,735.50 | 950.00 | 11,998.50 | 830.00 | 10,482.90 | 1,200.00 | 15,156.00 |
| 0034 | 805-04-00100 | Class AA(M) Concrete | 204.52 | CUYD | 2,035.00 | 416,198.20 | 1,685.00 | 344,616.20 | 1,030.00 | 210,655.60 | 1,200.00 | 245,424.00 |
| 0035 | 805-11-00100 | Strip Seal Joints | 84 | LNFT | 220.00 | 18,480.00 | 280.00 | 23,520.00 | 255.00 | 21,420.00 | 150.00 | 12,600.00 |
| 0036 | 806-01-00100 | Deformed Reinforcing Steel | 5,290 | LB | 1.00 | 5,290.00 | 1.85 | 9,786.50 | 6.00 | 31,740.00 | 0.75 | 3,967.50 |
| 0037 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 64,744 | LB | 1.65 | 106,827.60 | 0.95 | 61,506.80 | 2.00 | 129,488.00 | 0.85 | 55,032.40 |
| 0038 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 426,000.00 | 426,000.00 | 415,000.00 | 415,000.00 | 450,000.00 | 450,000.00 | 630,000.00 | 630,000.00 |
| 0039 | 810-01-00100 | Concrete Railing (Standard Barrier) | 518.52 | LNFT | 137.50 | 71,296.50 | 100.00 | 51,852.00 | 90.00 | 46,666.80 | 100.00 | 51,852.00 |
| 0040 | 814-01-00400 | Drilled Shaft (36" Diameter) | 280 | LNFT | 392.00 | 109,760.00 | 490.00 | 137,200.00 | 500.00 | 140,000.00 | 315.00 | 88,200.00 |
| 0041 | NS-602-00005 | Bent Patching | 10 | SQFT | 200.00 | 2,000.00 | 1,500.00 | 15,000.00 | 960.00 | 9,600.00 | 250.00 | 2,500.00 |
| 0042 | NS-700-00180 | Impact Attenuator (Construction Zone) | 2 | EACH | 15,000.00 | 30,000.00 | 18,000.00 | 36,000.00 | 11,500.00 | 23,000.00 | 16,750.00 | 33,500.00 |
| 0043 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 2 | EACH | 5,000.00 | 10,000.00 | 6,000.00 | 12,000.00 | 3,500.00 | 7,000.00 | 5,500.00 | 11,000.00 |
| 0044 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 2 | EACH | 4,500.00 | 9,000.00 | 5,000.00 | 10,000.00 | 9,400.00 | 18,800.00 | 4,500.00 | 9,000.00 |
| 0045 | NS-713-00001 | Dynamic Message Sign Unit | 14 | EACH | 3,700.00 | 51,800.00 | 1,850.00 | 25,900.00 | 12,500.00 | 175,000.00 | 7,965.00 | 111,510.00 |
| 0046 | NS-800-00001 | Span Movement | 8 | EACH | 93,000.00 | 744,000.00 | 215,000.00 | 1,720,000.00 | 210,000.00 | 1,680,000.00 | 240,000.00 | 1,920,000.00 |
| 0047 | NS-800-00120 | Pier Protection System (Vehicle) STATION 49+66.30 | 1 | EACH | 22,000.00 | 22,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 18,000.00 | 18,000.00 |
| 0048 | NS-800-00120 | Pier Protection System (Vehicle) STATION 51+21.30 | 1 | EACH | 22,000.00 | 22,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 18,000.00 | 18,000.00 |
| 0049 | NS-805-00002 | Joint Repair (Polymer Concrete) | 56 | LNFT | 100.00 | 5,600.00 | 200.00 | 11,200.00 | 250.00 | 14,000.00 | 100.00 | 5,600.00 |
| 0050 | NS-805-00005 | Joint Sealing System (Preformed Silicone) | 56 | LNFT | 96.00 | 5,376.00 | 100.00 | 5,600.00 | 175.00 | 9,800.00 | 110.00 | 6,160.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 3,174,512.01 | 3,975,972.95 | 4,183,676.65 | 4,396,160.44 | ||||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 1,060,000.00 | 1,100,000.00 | 1,250,000.00 | 1,200,000.00 | ||||||||
| TOTAL BID | 4,234,512.01 | 5,075,972.95 | 5,433,676.65 | 5,596,160.44 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Kiewit Louisiana Co |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 200,000.00 | 200,000.00 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 3.1 | SQYD | 1,000.00 | 3,100.00 |
| 0003 | 202-02-04120 | Removal of Bridge Superstructure (Steel Girder Span) | 8,710 | SQFT | 30.00 | 261,300.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 1,400 | LNFT | 3.00 | 4,200.00 |
| 0005 | 202-02-38400 | Removal of Structural Concrete PIER PROTECTION | 1 | LUMP | 40,000.00 | 40,000.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 250 | LNFT | 10.00 | 2,500.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 1 | TON | 200.00 | 200.00 |
| 0009 | 509-01-00100 | Cold Planing Asphaltic Pavement | 4 | SQYD | 700.00 | 2,800.00 |
| 0010 | 701-01-02000 | Cross Drain Pipe (24" RCP/PP or 30" CMP) | 68 | LNFT | 50.00 | 3,400.00 |
| 0011 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 125 | LNFT | 60.00 | 7,500.00 |
| 0012 | 704-03-00100 | Blocked Out Guard Rail | 793.3 | LNFT | 22.00 | 17,452.60 |
| 0013 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 150 | LNFT | 55.00 | 8,250.00 |
| 0014 | 704-11-00100 | Guard Rail End Treatment (Flared) | 6 | EACH | 2,500.00 | 15,000.00 |
| 0015 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 2 | EACH | 7,350.00 | 14,700.00 |
| 0016 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 2,102.6 | SQYD | 90.00 | 189,234.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 510,000.00 | 510,000.00 |
| 0018 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 336 | LNFT | 3.00 | 1,008.00 |
| 0019 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 110 | EACH | 700.00 | 77,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 1.5 | TON | 1,200.00 | 1,800.00 |
| 0021 | 717-01-00100 | Seeding | 30 | LB | 30.00 | 900.00 |
| 0022 | 718-01-00100 | Fertilizer | 1,000 | LB | 2.00 | 2,000.00 |
| 0023 | 725-01-00100 | Temporary Detour Roads | 80.1 | SQYD | 1,000.00 | 80,100.00 |
| 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 542,000.00 | 542,000.00 |
| 0025 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 1 | EACH | 2,000.00 | 2,000.00 |
| 0026 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 120.00 | 960.00 |
| 0027 | 731-02-00100 | Reflectorized Raised Pavement Markers | 19 | EACH | 100.00 | 1,900.00 |
| 0028 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.199 | MILE | 10,000.00 | 1,990.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 300,000.00 | 300,000.00 |
| 0030 | 802-01-00100 | Structural Excavation | 29.4 | CUYD | 100.00 | 2,940.00 |
| 0031 | 802-02-00100 | Structural Excavation for Intermediate Bents | 56.1 | CUYD | 100.00 | 5,610.00 |
| 0032 | 805-01-00100 | Class A Concrete | 99.07 | CUYD | 1,500.00 | 148,605.00 |
| 0033 | 805-01-00500 | Class A Concrete (Footings) | 12.63 | CUYD | 1,450.00 | 18,313.50 |
| 0034 | 805-04-00100 | Class AA(M) Concrete | 204.52 | CUYD | 4,500.00 | 920,340.00 |
| 0035 | 805-11-00100 | Strip Seal Joints | 84 | LNFT | 500.00 | 42,000.00 |
| 0036 | 806-01-00100 | Deformed Reinforcing Steel | 5,290 | LB | 5.00 | 26,450.00 |
| 0037 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 64,744 | LB | 2.50 | 161,860.00 |
| 0038 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 1,074,000.00 | 1,074,000.00 |
| 0039 | 810-01-00100 | Concrete Railing (Standard Barrier) | 518.52 | LNFT | 500.00 | 259,260.00 |
| 0040 | 814-01-00400 | Drilled Shaft (36" Diameter) | 280 | LNFT | 500.00 | 140,000.00 |
| 0041 | NS-602-00005 | Bent Patching | 10 | SQFT | 1,000.00 | 10,000.00 |
| 0042 | NS-700-00180 | Impact Attenuator (Construction Zone) | 2 | EACH | 52,000.00 | 104,000.00 |
| 0043 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 2 | EACH | 12,000.00 | 24,000.00 |
| 0044 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 2 | EACH | 1.00 | 2.00 |
| 0045 | NS-713-00001 | Dynamic Message Sign Unit | 14 | EACH | 4,000.00 | 56,000.00 |
| 0046 | NS-800-00001 | Span Movement | 8 | EACH | 1,000.00 | 8,000.00 |
| 0047 | NS-800-00120 | Pier Protection System (Vehicle) STATION 49+66.30 | 1 | EACH | 30,000.00 | 30,000.00 |
| 0048 | NS-800-00120 | Pier Protection System (Vehicle) STATION 51+21.30 | 1 | EACH | 30,000.00 | 30,000.00 |
| 0049 | NS-805-00002 | Joint Repair (Polymer Concrete) | 56 | LNFT | 400.00 | 22,400.00 |
| 0050 | NS-805-00005 | Joint Sealing System (Preformed Silicone) | 56 | LNFT | 100.00 | 5,600.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 5,390,675.10 | |||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 840,000.00 | |||||
| TOTAL BID | 6,230,675.10 | |||||