Proposal:H.011921.6
Parish:St. Tammany
Description:HWY 41 SPUR BRIDGE OVER GUM CREEK
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE (CONCRETE SLAB SPAN ON TIMBER PILES AND CONCRETE BENT CAPS), GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE (CRUSHED STONE), ASPHALT CONCRETE OVERLAY, PRECAST CONCRETE PILES, CAST-IN-PLACE CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$1,146,373.20
| Rank | License | Bidder | Construction Bid |
| 1 | 63897 | TL Hawk, LLC | $1,278,482.64 |
| 2 | 40312 | GRAY CONSTRUCTION CORP. | $1,346,074.86 |
| 3 | 00044 | Guinn Construction, LLC | $1,543,919.50 |
| 4 | 36827 | Shavers-Whittle Construction LLC | $1,562,330.95 |
| 5 | 56994 | Matt L. Guinn Construction, LLC | $1,676,526.30 |
| 6 | 39613 | BAKER PILE DRIVING AND SITE WORK LLC | $1,682,740.68 |
| 7 | 00009 | Coastal Contractors, Inc. | $1,694,646.20 |
| 8 | 02179 | Boh Bros. Construction Co., LLC. | $2,158,078.00 |
| 9 | 36961 | Cycle Construction Co. L.L.C. | $2,204,367.60 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
TL Hawk, LLC | - 2 -
GRAY CONSTRUCTION CORP. | - 3 -
Guinn Construction, LLC | - 4 -
Shavers-Whittle 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 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,500.00 | 1,500.00 | 11,100.00 | 11,100.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,357.7 | SQYD | 9.00 | 12,219.30 | 10.30 | 13,984.31 | 5.00 | 6,788.50 | 11.00 | 14,934.70 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 1,357.7 | SQYD | 8.00 | 10,861.60 | 4.00 | 5,430.80 | 5.00 | 6,788.50 | 17.50 | 23,759.75 | | 0005 | 202-02-04501 | Removal of Bridge (Concrete Slab Span on Timber Piles with Concrete Bent Caps) | 1 | LUMP | 60,000.00 | 60,000.00 | 132,000.00 | 132,000.00 | 50,000.00 | 50,000.00 | 65,000.00 | 65,000.00 | | 0006 | 202-02-32120 | Removal of Pipe (Side Drain) (12" Diameter Reinforced Concrete Pipe) | 58 | LNFT | 20.00 | 1,160.00 | 17.00 | 986.00 | 20.00 | 1,160.00 | 15.00 | 870.00 | | 0007 | 203-02-00100 | Drainage Excavation | 1,811 | CUYD | 16.00 | 28,976.00 | 24.65 | 44,641.15 | 20.00 | 36,220.00 | 30.00 | 54,330.00 | | 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 18,000.00 | 18,000.00 | 50,150.00 | 50,150.00 | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 | | 0009 | 204-03-00100 | Temporary Slope Drains | 55 | LNFT | 1.00 | 55.00 | 30.30 | 1,666.50 | 1.00 | 55.00 | 30.00 | 1,650.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 195.00 | 780.00 | 300.00 | 1,200.00 | 250.00 | 1,000.00 | 200.00 | 800.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 990 | LNFT | 4.00 | 3,960.00 | 2.50 | 2,475.00 | 4.00 | 3,960.00 | 4.00 | 3,960.00 | | 0012 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | 1,256.5 | SQYD | 26.00 | 32,669.00 | 38.00 | 47,747.00 | 35.00 | 43,977.50 | 35.00 | 43,977.50 | | 0013 | 401-01-00100 | Aggregate Surface Course (Net Section) | 4.2 | CUYD | 150.00 | 630.00 | 220.50 | 926.10 | 250.00 | 1,050.00 | 100.00 | 420.00 | | 0014 | 502-01-00100 | Asphalt Concrete | 271.7 | TON | 150.00 | 40,755.00 | 150.00 | 40,755.00 | 200.00 | 54,340.00 | 300.00 | 81,510.00 | | 0015 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 10.7 | TON | 150.00 | 1,605.00 | 150.00 | 1,605.00 | 300.00 | 3,210.00 | 950.00 | 10,165.00 | | 0016 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 54 | LNFT | 60.00 | 3,240.00 | 82.00 | 4,428.00 | 215.00 | 11,610.00 | 150.00 | 8,100.00 | | 0017 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 150 | LNFT | 18.00 | 2,700.00 | 31.00 | 4,650.00 | 25.00 | 3,750.00 | 18.00 | 2,700.00 | | 0018 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 92.00 | 9,200.00 | 92.00 | 9,200.00 | 140.00 | 14,000.00 | 120.00 | 12,000.00 | | 0019 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 2,600.00 | 10,400.00 | 2,600.00 | 10,400.00 | 3,500.00 | 14,000.00 | 3,200.00 | 12,800.00 | | 0020 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 1,500 | SQYD | 100.00 | 150,000.00 | 93.10 | 139,650.00 | 115.00 | 172,500.00 | 110.00 | 165,000.00 | | 0021 | 711-04-00100 | Geotextile Fabric | 1,500 | SQYD | 7.00 | 10,500.00 | 3.60 | 5,400.00 | 4.00 | 6,000.00 | 1.00 | 1,500.00 | | 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 20,000.00 | 20,000.00 | | 0023 | 716-01-00100 | Mulch (Vegetative) | 1.8 | TON | 1,408.33 | 2,534.99 | 1,000.00 | 1,800.00 | 2,000.00 | 3,600.00 | 1,500.00 | 2,700.00 | | 0024 | 717-01-00100 | Seeding | 30 | LB | 38.41 | 1,152.30 | 20.00 | 600.00 | 50.00 | 1,500.00 | 40.00 | 1,200.00 | | 0025 | 718-01-00100 | Fertilizer | 1,000 | LB | 0.92 | 920.00 | 0.75 | 750.00 | 1.00 | 1,000.00 | 1.00 | 1,000.00 | | 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 | 134,700.00 | 134,700.00 | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | | 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 90.00 | 360.00 | 90.00 | 360.00 | 200.00 | 800.00 | 70.00 | 280.00 | | 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 19,175.25 | 19,175.25 | 15,300.00 | 15,300.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | | 0029 | 804-01-00300 | Precast Concrete Piles (16") | 1,760 | LNFT | 125.00 | 220,000.00 | 85.00 | 149,600.00 | 80.00 | 140,800.00 | 72.00 | 126,720.00 | | 0030 | 804-10-00300 | Precast Concrete Indicator Piles (16") | 1 | EACH | 50,000.00 | 50,000.00 | 12,320.00 | 12,320.00 | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 | | 0031 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 2,000.00 | 14,000.00 | 350.00 | 2,450.00 | 1,500.00 | 10,500.00 | 3,500.00 | 24,500.00 | | 0032 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 3,000.00 | 3,000.00 | 13,500.00 | 13,500.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | | 0033 | 804-18-00100 | Vibration Monitoring | 10 | DAY | 900.00 | 9,000.00 | 550.00 | 5,500.00 | 1,500.00 | 15,000.00 | 750.00 | 7,500.00 | | 0034 | 805-12-00600 | Bridge Superstructure and Substructure (28' Roadway, 75 Degree Crossing) | 4,270 | SQFT | 80.00 | 341,600.00 | 90.00 | 384,300.00 | 125.00 | 533,750.00 | 93.00 | 397,110.00 | | 0035 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,672 | SQFT | 1.35 | 2,257.20 | 3.00 | 5,016.00 | 2.50 | 4,180.00 | 1.00 | 1,672.00 | | 0036 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,672 | SQFT | 1.00 | 1,672.00 | 2.00 | 3,344.00 | 2.50 | 4,180.00 | 1.00 | 1,672.00 | | 0037 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 1,160 | SQFT | 35.00 | 40,600.00 | 41.50 | 48,140.00 | 70.00 | 81,200.00 | 75.00 | 87,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,278,482.64 | | 1,346,074.86 | | 1,543,919.50 | | 1,562,330.95 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Matt L. Guinn Construction, LLC | - 6 -
BAKER PILE DRIVING AND SITE WORK LLC | - 7 -
Coastal Contractors, Inc. | - 8 -
Boh Bros. Construction Co., 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 | 75,000.00 | 75,000.00 | 48,000.00 | 48,000.00 | 55,000.00 | 55,000.00 | 115,000.00 | 115,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 9,000.00 | 9,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 1,000.00 | 1,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,357.7 | SQYD | 14.50 | 19,686.65 | 26.40 | 35,843.28 | 6.00 | 8,146.20 | 5.00 | 6,788.50 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 1,357.7 | SQYD | 9.50 | 12,898.15 | 60.00 | 81,462.00 | 10.00 | 13,577.00 | 5.00 | 6,788.50 | | 0005 | 202-02-04501 | Removal of Bridge (Concrete Slab Span on Timber Piles with Concrete Bent Caps) | 1 | LUMP | 70,000.00 | 70,000.00 | 60,000.00 | 60,000.00 | 125,000.00 | 125,000.00 | 200,000.00 | 200,000.00 | | 0006 | 202-02-32120 | Removal of Pipe (Side Drain) (12" Diameter Reinforced Concrete Pipe) | 58 | LNFT | 35.00 | 2,030.00 | 60.00 | 3,480.00 | 40.00 | 2,320.00 | 18.00 | 1,044.00 | | 0007 | 203-02-00100 | Drainage Excavation | 1,811 | CUYD | 22.00 | 39,842.00 | 54.00 | 97,794.00 | 30.00 | 54,330.00 | 12.00 | 21,732.00 | | 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 53,000.00 | 53,000.00 | 36,000.00 | 36,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | | 0009 | 204-03-00100 | Temporary Slope Drains | 55 | LNFT | 1.00 | 55.00 | 60.00 | 3,300.00 | 25.00 | 1,375.00 | 10.00 | 550.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 550.00 | 2,200.00 | 300.00 | 1,200.00 | 175.00 | 700.00 | 400.00 | 1,600.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 990 | LNFT | 3.15 | 3,118.50 | 3.00 | 2,970.00 | 3.00 | 2,970.00 | 3.00 | 2,970.00 | | 0012 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | 1,256.5 | SQYD | 30.00 | 37,695.00 | 54.00 | 67,851.00 | 36.00 | 45,234.00 | 30.00 | 37,695.00 | | 0013 | 401-01-00100 | Aggregate Surface Course (Net Section) | 4.2 | CUYD | 250.00 | 1,050.00 | 300.00 | 1,260.00 | 125.00 | 525.00 | 90.00 | 378.00 | | 0014 | 502-01-00100 | Asphalt Concrete | 271.7 | TON | 220.00 | 59,774.00 | 240.00 | 65,208.00 | 150.00 | 40,755.00 | 400.00 | 108,680.00 | | 0015 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 10.7 | TON | 250.00 | 2,675.00 | 300.00 | 3,210.00 | 200.00 | 2,140.00 | 1,500.00 | 16,050.00 | | 0016 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 54 | LNFT | 85.00 | 4,590.00 | 60.00 | 3,240.00 | 150.00 | 8,100.00 | 130.00 | 7,020.00 | | 0017 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 150 | LNFT | 28.00 | 4,200.00 | 30.00 | 4,500.00 | 15.00 | 2,250.00 | 30.00 | 4,500.00 | | 0018 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 105.00 | 10,500.00 | 138.00 | 13,800.00 | 100.00 | 10,000.00 | 120.00 | 12,000.00 | | 0019 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 4,800.00 | 19,200.00 | 4,200.00 | 16,800.00 | 2,750.00 | 11,000.00 | 3,350.00 | 13,400.00 | | 0020 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 1,500 | SQYD | 87.50 | 131,250.00 | 66.00 | 99,000.00 | 90.00 | 135,000.00 | 105.00 | 157,500.00 | | 0021 | 711-04-00100 | Geotextile Fabric | 1,500 | SQYD | 3.50 | 5,250.00 | 2.40 | 3,600.00 | 4.00 | 6,000.00 | 1.00 | 1,500.00 | | 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,500.00 | 18,500.00 | 9,000.00 | 9,000.00 | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 | | 0023 | 716-01-00100 | Mulch (Vegetative) | 1.8 | TON | 3,000.00 | 5,400.00 | 3,000.00 | 5,400.00 | 1,420.00 | 2,556.00 | 1,300.00 | 2,340.00 | | 0024 | 717-01-00100 | Seeding | 30 | LB | 50.00 | 1,500.00 | 42.00 | 1,260.00 | 40.00 | 1,200.00 | 26.00 | 780.00 | | 0025 | 718-01-00100 | Fertilizer | 1,000 | LB | 2.00 | 2,000.00 | 3.60 | 3,600.00 | 1.00 | 1,000.00 | 1.00 | 1,000.00 | | 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 160,000.00 | 160,000.00 | 96,000.00 | 96,000.00 | 165,000.00 | 165,000.00 | 225,000.00 | 225,000.00 | | 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 150.00 | 600.00 | 120.00 | 480.00 | 70.00 | 280.00 | 105.00 | 420.00 | | 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 130,000.00 | 130,000.00 | | 0029 | 804-01-00300 | Precast Concrete Piles (16") | 1,760 | LNFT | 78.50 | 138,160.00 | 132.00 | 232,320.00 | 115.00 | 202,400.00 | 119.00 | 209,440.00 | | 0030 | 804-10-00300 | Precast Concrete Indicator Piles (16") | 1 | EACH | 38,500.00 | 38,500.00 | 15,960.00 | 15,960.00 | 8,000.00 | 8,000.00 | 55,000.00 | 55,000.00 | | 0031 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 4,200.00 | 29,400.00 | 1,800.00 | 12,600.00 | 2,700.00 | 18,900.00 | 4,400.00 | 30,800.00 | | 0032 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 18,000.00 | 18,000.00 | | 0033 | 804-18-00100 | Vibration Monitoring | 10 | DAY | 3,000.00 | 30,000.00 | 840.00 | 8,400.00 | 1,500.00 | 15,000.00 | 650.00 | 6,500.00 | | 0034 | 805-12-00600 | Bridge Superstructure and Substructure (28' Roadway, 75 Degree Crossing) | 4,270 | SQFT | 140.00 | 597,800.00 | 126.00 | 538,020.00 | 140.00 | 597,800.00 | 145.00 | 619,150.00 | | 0035 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,672 | SQFT | 3.00 | 5,016.00 | 7.20 | 12,038.40 | 2.00 | 3,344.00 | 2.00 | 3,344.00 | | 0036 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,672 | SQFT | 3.00 | 5,016.00 | 6.00 | 10,032.00 | 2.00 | 3,344.00 | 1.50 | 2,508.00 | | 0037 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 1,160 | SQFT | 44.50 | 51,620.00 | 43.20 | 50,112.00 | 40.00 | 46,400.00 | 60.00 | 69,600.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,676,526.30 | | 1,682,740.68 | | 1,694,646.20 | | 2,158,078.00 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 9 -
Cycle Construction Co. L.L.C. | | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,000.00 | 25,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,357.7 | SQYD | 6.50 | 8,825.05 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 1,357.7 | SQYD | 6.50 | 8,825.05 | | 0005 | 202-02-04501 | Removal of Bridge (Concrete Slab Span on Timber Piles with Concrete Bent Caps) | 1 | LUMP | 150,000.00 | 150,000.00 | | 0006 | 202-02-32120 | Removal of Pipe (Side Drain) (12" Diameter Reinforced Concrete Pipe) | 58 | LNFT | 45.00 | 2,610.00 | | 0007 | 203-02-00100 | Drainage Excavation | 1,811 | CUYD | 32.00 | 57,952.00 | | 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 150,000.00 | 150,000.00 | | 0009 | 204-03-00100 | Temporary Slope Drains | 55 | LNFT | 50.00 | 2,750.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 205.00 | 820.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 990 | LNFT | 4.00 | 3,960.00 | | 0012 | 302-02-08520 | Class II Base Course (8-1/2" Thick) (Crushed Stone) | 1,256.5 | SQYD | 29.00 | 36,438.50 | | 0013 | 401-01-00100 | Aggregate Surface Course (Net Section) | 4.2 | CUYD | 260.00 | 1,092.00 | | 0014 | 502-01-00100 | Asphalt Concrete | 271.7 | TON | 155.00 | 42,113.50 | | 0015 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 10.7 | TON | 155.00 | 1,658.50 | | 0016 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 54 | LNFT | 200.00 | 10,800.00 | | 0017 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 150 | LNFT | 17.00 | 2,550.00 | | 0018 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 115.00 | 11,500.00 | | 0019 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,200.00 | 12,800.00 | | 0020 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 1,500 | SQYD | 120.00 | 180,000.00 | | 0021 | 711-04-00100 | Geotextile Fabric | 1,500 | SQYD | 6.75 | 10,125.00 | | 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | | 0023 | 716-01-00100 | Mulch (Vegetative) | 1.8 | TON | 1,400.00 | 2,520.00 | | 0024 | 717-01-00100 | Seeding | 30 | LB | 33.00 | 990.00 | | 0025 | 718-01-00100 | Fertilizer | 1,000 | LB | 3.00 | 3,000.00 | | 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 355,000.00 | 355,000.00 | | 0027 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | | 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 68,000.00 | 68,000.00 | | 0029 | 804-01-00300 | Precast Concrete Piles (16") | 1,760 | LNFT | 150.00 | 264,000.00 | | 0030 | 804-10-00300 | Precast Concrete Indicator Piles (16") | 1 | EACH | 6,800.00 | 6,800.00 | | 0031 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 2,300.00 | 16,100.00 | | 0032 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 15,000.00 | 15,000.00 | | 0033 | 804-18-00100 | Vibration Monitoring | 10 | DAY | 600.00 | 6,000.00 | | 0034 | 805-12-00600 | Bridge Superstructure and Substructure (28' Roadway, 75 Degree Crossing) | 4,270 | SQFT | 150.00 | 640,500.00 | | 0035 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,672 | SQFT | 3.00 | 5,016.00 | | 0036 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,672 | SQFT | 2.25 | 3,762.00 | | 0037 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 1,160 | SQFT | 41.00 | 47,560.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 2,204,367.60 |
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