Proposal:H.011540.6
Parish:Ascension
Description:BABIN ROAD / BAYOU NARCISSE
Type Construction:CLEARING AND GRUBBING, GRADING, CLASS II BASE COURSE, DRAINAGE STRUCTURES, REMOVAL OF BRIDGE, PRECAST CONCRETE PILES, ASPHALT CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$724,393.85
| Rank | License | Bidder | Construction Bid |
| 1 | 55505 | MERRICK, LLC | $750,602.40 |
| 2 | 40312 | GRAY CONSTRUCTION CORP. | $765,235.84 |
| 3 | 00009 | Coastal Contractors, Inc. | $827,254.92 |
| 4 | 00044 | GUINN CONSTRUCTION, LLC | $846,143.35 |
| 5 | 12487 | Diamond B Construction Co., L.L.C. | $862,979.40 |
| 6 | 63897 | TL Hawk, LLC | $885,005.72 |
| 7 | 55950 | Brown Industrial Construction, LLC | $889,777.72 |
| 8 | 49864 | Terral Construction L.L.C. | $1,059,391.50 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
MERRICK, LLC | - 2 -
GRAY CONSTRUCTION CORP. | - 3 -
Coastal Contractors, Inc. | - 4 -
GUINN 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 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 6,000.00 | 6,000.00 | | 0003 | 202-02-00010 | Removal of Bridge (Station 105+21.98 - 25.5' x 37.3' Concrete Deck w/ Concrete Caps & Timber Piles) | 1 | EACH | 15,000.00 | 15,000.00 | 22,000.00 | 22,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | | 0004 | 202-02-02020 | Removal of Asphalt Pavement | 872.2 | SQYD | 3.50 | 3,052.70 | 4.00 | 3,488.80 | 8.50 | 7,413.70 | 3.00 | 2,616.60 | | 0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 872.2 | SQYD | 5.00 | 4,361.00 | 4.00 | 3,488.80 | 9.00 | 7,849.80 | 5.00 | 4,361.00 | | 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 47,000.00 | 47,000.00 | 31,600.00 | 31,600.00 | 35,000.00 | 35,000.00 | | 0007 | 204-02-00100 | Temporary Hay Bales | 16 | EACH | 20.00 | 320.00 | 18.00 | 288.00 | 35.00 | 560.00 | 10.00 | 160.00 | | 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 96.80 | 387.20 | 164.00 | 656.00 | 100.00 | 400.00 | 250.00 | 1,000.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 784 | LNFT | 1.80 | 1,411.20 | 2.16 | 1,693.44 | 2.50 | 1,960.00 | 4.00 | 3,136.00 | | 0010 | 302-01-00300 | Class II Base Course (Crushed Stone) | 217.7 | CUYD | 105.00 | 22,858.50 | 157.00 | 34,178.90 | 110.00 | 23,947.00 | 135.00 | 29,389.50 | | 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 112.00 | 1,344.00 | 101.00 | 1,212.00 | 105.00 | 1,260.00 | 150.00 | 1,800.00 | | 0012 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 250 | CUYD | 60.00 | 15,000.00 | 107.00 | 26,750.00 | 35.00 | 8,750.00 | 0.00 | 0.00 | | 0013 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 25 | CUYD | 105.00 | 2,625.00 | 133.00 | 3,325.00 | 35.00 | 875.00 | 0.00 | 0.00 | | 0014 | 502-01-00100 | Asphalt Concrete | 173.7 | TON | 210.00 | 36,477.00 | 131.00 | 22,754.70 | 200.00 | 34,740.00 | 250.00 | 43,425.00 | | 0015 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 12.3 | TON | 550.00 | 6,765.00 | 136.00 | 1,672.80 | 110.00 | 1,353.00 | 300.00 | 3,690.00 | | 0016 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | 84 | LNFT | 60.00 | 5,040.00 | 45.50 | 3,822.00 | 75.00 | 6,300.00 | 60.00 | 5,040.00 | | 0017 | 701-05-02042 | Side Drain Pipe (Erosion) (18" RPVCP/CMP) | 82 | LNFT | 60.00 | 4,920.00 | 43.00 | 3,526.00 | 85.00 | 6,970.00 | 60.00 | 4,920.00 | | 0018 | 701-05-02062 | Side Drain Pipe (Erosion) (24" RPVCP/CMP) | 230 | LNFT | 70.00 | 16,100.00 | 58.00 | 13,340.00 | 90.00 | 20,700.00 | 105.00 | 24,150.00 | | 0019 | 701-06-01000 | Side Drain Pipe Arch (15" Equiv. RCPA/CMPA) | 4 | LNFT | 65.00 | 260.00 | 123.00 | 492.00 | 200.00 | 800.00 | 150.00 | 600.00 | | 0020 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 230 | LNFT | 80.00 | 18,400.00 | 66.00 | 15,180.00 | 95.00 | 21,850.00 | 125.00 | 28,750.00 | | 0021 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 366 | LNFT | 4.00 | 1,464.00 | 3.40 | 1,244.40 | 10.00 | 3,660.00 | 10.00 | 3,660.00 | | 0022 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 2,800.00 | 11,200.00 | 3,200.00 | 12,800.00 | 5,000.00 | 20,000.00 | 4,000.00 | 16,000.00 | | 0023 | 702-08-00200 | Side Drain Safety End (Type 2) | 2 | EACH | 3,500.00 | 7,000.00 | 3,500.00 | 7,000.00 | 900.00 | 1,800.00 | 4,500.00 | 9,000.00 | | 0024 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 37.5 | LNFT | 25.00 | 937.50 | 24.00 | 900.00 | 25.00 | 937.50 | 25.00 | 937.50 | | 0025 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 90.00 | 6,750.00 | 87.00 | 6,525.00 | 80.00 | 6,000.00 | 80.00 | 6,000.00 | | 0026 | 704-10-00105 | Guard Rail End Treatment (Flared, 12' - 6" Length) | 3 | EACH | 2,600.00 | 7,800.00 | 1,621.00 | 4,863.00 | 2,600.00 | 7,800.00 | 5,500.00 | 16,500.00 | | 0027 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 659 | SQYD | 50.00 | 32,950.00 | 58.00 | 38,222.00 | 58.00 | 38,222.00 | 80.00 | 52,720.00 | | 0028 | 711-04-00100 | Geotextile Fabric | 659 | SQYD | 1.80 | 1,186.20 | 3.00 | 1,977.00 | 3.00 | 1,977.00 | 5.00 | 3,295.00 | | 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 | | 0030 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 3,000.00 | 1,800.00 | 2,665.00 | 1,599.00 | 3,140.28 | 1,884.17 | 4,000.00 | 2,400.00 | | 0031 | 717-01-00100 | Seeding | 9 | LB | 45.00 | 405.00 | 42.00 | 378.00 | 35.00 | 315.00 | 50.00 | 450.00 | | 0032 | 718-01-00100 | Fertilizer | 328 | LB | 1.30 | 426.40 | 1.10 | 360.80 | 5.00 | 1,640.00 | 2.00 | 656.00 | | 0033 | 726-01-00100 | Bedding Material | 271.1 | CUYD | 110.00 | 29,821.00 | 88.00 | 23,856.80 | 70.00 | 18,977.00 | 115.00 | 31,176.50 | | 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 74,000.00 | 74,000.00 | 76,000.00 | 76,000.00 | 80,000.00 | 80,000.00 | 90,000.00 | 90,000.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 95.00 | 380.00 | 85.00 | 340.00 | 95.00 | 380.00 | 150.00 | 600.00 | | 0036 | 735-01-00100 | Mailboxes | 3 | EACH | 100.00 | 300.00 | 10.00 | 30.00 | 100.00 | 300.00 | 100.00 | 300.00 | | 0037 | 735-02-00100 | Mailbox Supports (Single) | 3 | EACH | 160.00 | 480.00 | 500.00 | 1,500.00 | 100.00 | 300.00 | 100.00 | 300.00 | | 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | | 0039 | 742-05-00200 | Pipe Extensions (Sewage Effluent Gravity Discharge) (4") | 35 | LNFT | 30.00 | 1,050.00 | 67.00 | 2,345.00 | 150.00 | 5,250.00 | 25.00 | 875.00 | | 0040 | 804-01-00200 | Precast Concrete Piles (14") | 1,200 | LNFT | 115.00 | 138,000.00 | 61.00 | 73,200.00 | 77.00 | 92,400.00 | 82.00 | 98,400.00 | | 0041 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 15,000.00 | 15,000.00 | 23,000.00 | 23,000.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | | 0042 | 804-18-00100 | Vibration Monitoring | 20 | DAY | 550.00 | 11,000.00 | 490.00 | 9,800.00 | 500.00 | 10,000.00 | 0.00 | 0.00 | | 0043 | 805-01-00100 | Class A1 Concrete (Slab Span) | 76.44 | CUYD | 1,100.00 | 84,084.00 | 1,330.00 | 101,665.20 | 1,500.00 | 114,660.00 | 1,400.00 | 107,016.00 | | 0044 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 30.35 | CUYD | 1,100.00 | 33,385.00 | 1,760.00 | 53,416.00 | 1,900.00 | 57,665.00 | 1,600.00 | 48,560.00 | | 0045 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 755 | SQFT | 1.00 | 755.00 | 3.00 | 2,265.00 | 2.00 | 1,510.00 | 3.00 | 2,265.00 | | 0046 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 2,116 | SQFT | 1.50 | 3,174.00 | 1.70 | 3,597.20 | 3.00 | 6,348.00 | 3.00 | 6,348.00 | | 0047 | 806-01-00100 | Deformed Reinforcing Steel | 23,485 | LB | 1.60 | 37,576.00 | 1.60 | 37,576.00 | 1.15 | 27,007.75 | 1.25 | 29,356.25 | | 0048 | 810-01-00100 | Concrete Bridge Railing (Standard) | 80 | LNFT | 95.00 | 7,600.00 | 120.00 | 9,600.00 | 125.00 | 10,000.00 | 165.00 | 13,200.00 | | 0049 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 40 | LNFT | 100.00 | 4,000.00 | 91.00 | 3,640.00 | 100.00 | 4,000.00 | 165.00 | 6,600.00 | | 0050 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 588 | SQFT | 45.00 | 26,460.00 | 44.00 | 25,872.00 | 60.00 | 35,280.00 | 55.00 | 32,340.00 | | 0051 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 530 | INLF | 3.39 | 1,796.70 | 1.50 | 795.00 | 2.10 | 1,113.00 | 5.00 | 2,650.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 750,602.40 | | 765,235.84 | | 827,254.92 | | 846,143.35 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Diamond B Construction Co., L.L.C. | - 6 -
TL Hawk, LLC | - 7 -
Brown Industrial Construction, LLC | - 8 -
Terral Construction L.L.C. | | 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 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 65,000.00 | 65,000.00 | 45,000.00 | 45,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 | 18,000.00 | 18,000.00 | 18,000.00 | 18,000.00 | | 0003 | 202-02-00010 | Removal of Bridge (Station 105+21.98 - 25.5' x 37.3' Concrete Deck w/ Concrete Caps & Timber Piles) | 1 | EACH | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 40,500.00 | 40,500.00 | 12,000.00 | 12,000.00 | | 0004 | 202-02-02020 | Removal of Asphalt Pavement | 872.2 | SQYD | 8.00 | 6,977.60 | 12.00 | 10,466.40 | 4.00 | 3,488.80 | 15.00 | 13,083.00 | | 0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 872.2 | SQYD | 16.00 | 13,955.20 | 8.00 | 6,977.60 | 8.00 | 6,977.60 | 15.00 | 13,083.00 | | 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 45,000.00 | 45,000.00 | 35,000.00 | 35,000.00 | 58,000.00 | 58,000.00 | 38,000.00 | 38,000.00 | | 0007 | 204-02-00100 | Temporary Hay Bales | 16 | EACH | 20.00 | 320.00 | 22.00 | 352.00 | 13.00 | 208.00 | 50.00 | 800.00 | | 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 185.00 | 740.00 | 190.00 | 760.00 | 163.00 | 652.00 | 200.00 | 800.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 784 | LNFT | 2.50 | 1,960.00 | 3.50 | 2,744.00 | 2.00 | 1,568.00 | 4.00 | 3,136.00 | | 0010 | 302-01-00300 | Class II Base Course (Crushed Stone) | 217.7 | CUYD | 175.00 | 38,097.50 | 100.00 | 21,770.00 | 129.10 | 28,105.07 | 160.00 | 34,832.00 | | 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 12 | CUYD | 85.00 | 1,020.00 | 150.00 | 1,800.00 | 200.00 | 2,400.00 | 160.00 | 1,920.00 | | 0012 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 250 | CUYD | 40.00 | 10,000.00 | 50.00 | 12,500.00 | 1.00 | 250.00 | 160.00 | 40,000.00 | | 0013 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 25 | CUYD | 40.00 | 1,000.00 | 95.00 | 2,375.00 | 90.00 | 2,250.00 | 160.00 | 4,000.00 | | 0014 | 502-01-00100 | Asphalt Concrete | 173.7 | TON | 200.00 | 34,740.00 | 130.74 | 22,709.54 | 130.00 | 22,581.00 | 300.00 | 52,110.00 | | 0015 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 12.3 | TON | 100.00 | 1,230.00 | 135.50 | 1,666.65 | 135.00 | 1,660.50 | 300.00 | 3,690.00 | | 0016 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | 84 | LNFT | 160.00 | 13,440.00 | 110.00 | 9,240.00 | 100.00 | 8,400.00 | 50.00 | 4,200.00 | | 0017 | 701-05-02042 | Side Drain Pipe (Erosion) (18" RPVCP/CMP) | 82 | LNFT | 165.00 | 13,530.00 | 110.00 | 9,020.00 | 100.00 | 8,200.00 | 50.00 | 4,100.00 | | 0018 | 701-05-02062 | Side Drain Pipe (Erosion) (24" RPVCP/CMP) | 230 | LNFT | 120.00 | 27,600.00 | 130.00 | 29,900.00 | 110.00 | 25,300.00 | 50.00 | 11,500.00 | | 0019 | 701-06-01000 | Side Drain Pipe Arch (15" Equiv. RCPA/CMPA) | 4 | LNFT | 50.00 | 200.00 | 105.00 | 420.00 | 350.00 | 1,400.00 | 50.00 | 200.00 | | 0020 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 230 | LNFT | 130.00 | 29,900.00 | 100.00 | 23,000.00 | 125.00 | 28,750.00 | 50.00 | 11,500.00 | | 0021 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 366 | LNFT | 0.10 | 36.60 | 1.00 | 366.00 | 8.25 | 3,019.50 | 20.00 | 7,320.00 | | 0022 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 4,300.00 | 17,200.00 | 3,200.00 | 12,800.00 | 4,500.00 | 18,000.00 | 5,000.00 | 20,000.00 | | 0023 | 702-08-00200 | Side Drain Safety End (Type 2) | 2 | EACH | 4,000.00 | 8,000.00 | 3,050.00 | 6,100.00 | 2,500.00 | 5,000.00 | 3,000.00 | 6,000.00 | | 0024 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 37.5 | LNFT | 30.00 | 1,125.00 | 24.00 | 900.00 | 24.00 | 900.00 | 32.00 | 1,200.00 | | 0025 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 105.00 | 7,875.00 | 85.00 | 6,375.00 | 85.00 | 6,375.00 | 98.00 | 7,350.00 | | 0026 | 704-10-00105 | Guard Rail End Treatment (Flared, 12' - 6" Length) | 3 | EACH | 2,000.00 | 6,000.00 | 1,600.00 | 4,800.00 | 1,600.00 | 4,800.00 | 6,500.00 | 19,500.00 | | 0027 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 659 | SQYD | 65.00 | 42,835.00 | 75.00 | 49,425.00 | 75.00 | 49,425.00 | 80.00 | 52,720.00 | | 0028 | 711-04-00100 | Geotextile Fabric | 659 | SQYD | 3.00 | 1,977.00 | 7.00 | 4,613.00 | 2.00 | 1,318.00 | 4.00 | 2,636.00 | | 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 10,000.00 | 10,000.00 | 14,900.00 | 14,900.00 | 20,000.00 | 20,000.00 | | 0030 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 2,500.00 | 1,500.00 | 2,665.08 | 1,599.05 | 2,665.00 | 1,599.00 | 4,000.00 | 2,400.00 | | 0031 | 717-01-00100 | Seeding | 9 | LB | 41.00 | 369.00 | 41.20 | 370.80 | 41.00 | 369.00 | 100.00 | 900.00 | | 0032 | 718-01-00100 | Fertilizer | 328 | LB | 1.00 | 328.00 | 1.06 | 347.68 | 1.00 | 328.00 | 6.00 | 1,968.00 | | 0033 | 726-01-00100 | Bedding Material | 271.1 | CUYD | 160.00 | 43,376.00 | 110.00 | 29,821.00 | 95.00 | 25,754.50 | 145.00 | 39,309.50 | | 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 81,850.00 | 81,850.00 | 88,000.00 | 88,000.00 | 65,000.00 | 65,000.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 85.00 | 340.00 | 85.00 | 340.00 | 150.00 | 600.00 | | 0036 | 735-01-00100 | Mailboxes | 3 | EACH | 50.00 | 150.00 | 30.00 | 90.00 | 10.00 | 30.00 | 300.00 | 900.00 | | 0037 | 735-02-00100 | Mailbox Supports (Single) | 3 | EACH | 250.00 | 750.00 | 150.00 | 450.00 | 500.00 | 1,500.00 | 300.00 | 900.00 | | 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 17,000.00 | 17,000.00 | 30,000.00 | 30,000.00 | 8,000.00 | 8,000.00 | | 0039 | 742-05-00200 | Pipe Extensions (Sewage Effluent Gravity Discharge) (4") | 35 | LNFT | 125.00 | 4,375.00 | 100.00 | 3,500.00 | 78.00 | 2,730.00 | 45.00 | 1,575.00 | | 0040 | 804-01-00200 | Precast Concrete Piles (14") | 1,200 | LNFT | 80.00 | 96,000.00 | 100.00 | 120,000.00 | 74.00 | 88,800.00 | 90.00 | 108,000.00 | | 0041 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 10,000.00 | 10,000.00 | 9,500.00 | 9,500.00 | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | | 0042 | 804-18-00100 | Vibration Monitoring | 20 | DAY | 225.00 | 4,500.00 | 300.00 | 6,000.00 | 250.00 | 5,000.00 | 600.00 | 12,000.00 | | 0043 | 805-01-00100 | Class A1 Concrete (Slab Span) | 76.44 | CUYD | 900.00 | 68,796.00 | 1,250.00 | 95,550.00 | 975.00 | 74,529.00 | 2,000.00 | 152,880.00 | | 0044 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 30.35 | CUYD | 1,600.00 | 48,560.00 | 1,450.00 | 44,007.50 | 2,000.00 | 60,700.00 | 1,500.00 | 45,525.00 | | 0045 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 755 | SQFT | 1.25 | 943.75 | 2.00 | 1,510.00 | 1.50 | 1,132.50 | 9.00 | 6,795.00 | | 0046 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 2,116 | SQFT | 1.25 | 2,645.00 | 2.00 | 4,232.00 | 2.00 | 4,232.00 | 9.00 | 19,044.00 | | 0047 | 806-01-00100 | Deformed Reinforcing Steel | 23,485 | LB | 1.15 | 27,007.75 | 1.50 | 35,227.50 | 1.25 | 29,356.25 | 3.00 | 70,455.00 | | 0048 | 810-01-00100 | Concrete Bridge Railing (Standard) | 80 | LNFT | 175.00 | 14,000.00 | 150.00 | 12,000.00 | 140.00 | 11,200.00 | 250.00 | 20,000.00 | | 0049 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 40 | LNFT | 175.00 | 7,000.00 | 165.00 | 6,600.00 | 140.00 | 5,600.00 | 250.00 | 10,000.00 | | 0050 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 588 | SQFT | 45.00 | 26,460.00 | 55.00 | 32,340.00 | 45.00 | 26,460.00 | 60.00 | 35,280.00 | | 0051 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 530 | INLF | 2.00 | 1,060.00 | 3.00 | 1,590.00 | 1.30 | 689.00 | 6.00 | 3,180.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 862,979.40 | | 885,005.72 | | 889,777.72 | | 1,059,391.50 |
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