Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - Diamond B Construction Co., L.L.C. | - 2 - David Temple dba Northern State Construction, LLC | - 3 - MERRICK, LLC | - 4 - GRAY CONSTRUCTION CORP. |
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 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 |
0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 4,000.00 |
0003 | 202-02-00010 | Removal of DOUBLE DRIVEWAY GATE (14+77 LT) | 1 | EACH | 1,000.00 | 1,000.00 | 500.00 | 500.00 | 500.00 | 500.00 | 500.00 | 500.00 |
0004 | 202-02-02020 | Removal of Asphalt Pavement | 850.6 | SQYD | 5.00 | 4,253.00 | 8.50 | 7,230.10 | 3.00 | 2,551.80 | 5.50 | 4,678.30 |
0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 736 | SQYD | 6.50 | 4,784.00 | 8.50 | 6,256.00 | 4.50 | 3,312.00 | 5.50 | 4,048.00 |
0006 | 202-02-04501 | Removal of Bridge (STA 15+29 - 27.5ft x 57ft, PRECAST CONCRETE & TIMBER) | 1,567.5 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 44,000.00 | 44,000.00 |
0007 | 203-02-00100 | Drainage Excavation | 216 | CUYD | 22.00 | 4,752.00 | 25.00 | 5,400.00 | 20.00 | 4,320.00 | 24.00 | 5,184.00 |
0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 9,500.00 | 9,500.00 | 14,500.00 | 14,500.00 | 20,000.00 | 20,000.00 | 25,100.00 | 25,100.00 |
0009 | 204-02-00100 | Temporary Hay Bales | 11 | EACH | 30.00 | 330.00 | 25.00 | 275.00 | 20.00 | 220.00 | 25.00 | 275.00 |
0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 225.00 | 900.00 | 200.00 | 800.00 | 130.00 | 520.00 | 200.00 | 800.00 |
0011 | 204-06-00100 | Temporary Silt Fencing | 806 | LNFT | 2.50 | 2,015.00 | 2.00 | 1,612.00 | 2.25 | 1,813.50 | 2.00 | 1,612.00 |
0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | 197.7 | CUYD | 55.00 | 10,873.50 | 100.00 | 19,770.00 | 142.00 | 28,073.40 | 171.00 | 33,806.70 |
0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 13 | CUYD | 300.00 | 3,900.00 | 100.00 | 1,300.00 | 155.00 | 2,015.00 | 115.00 | 1,495.00 |
0014 | 502-01-00100 | Asphalt Concrete | 157.32 | TON | 165.00 | 25,957.80 | 200.00 | 31,464.00 | 240.00 | 37,756.80 | 200.00 | 31,464.00 |
0015 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | 123 | LNFT | 110.00 | 13,530.00 | 80.00 | 9,840.00 | 70.00 | 8,610.00 | 75.00 | 9,225.00 |
0016 | 701-05-01101 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CMP) | 139 | LNFT | 130.00 | 18,070.00 | 120.00 | 16,680.00 | 110.00 | 15,290.00 | 187.00 | 25,993.00 |
0017 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | 204 | LNFT | 80.00 | 16,320.00 | 80.00 | 16,320.00 | 70.00 | 14,280.00 | 75.00 | 15,300.00 |
0018 | 701-05-02101 | Side Drain Pipe (Erosion) (36" RPVCP/CPEPDW/CMP) | 256 | LNFT | 120.00 | 30,720.00 | 120.00 | 30,720.00 | 110.00 | 28,160.00 | 187.00 | 47,872.00 |
0019 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 395 | LNFT | 3.50 | 1,382.50 | 5.00 | 1,975.00 | 3.00 | 1,185.00 | 12.50 | 4,937.50 |
0020 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 7,500.00 | 30,000.00 | 3,500.00 | 14,000.00 | 7,500.00 | 30,000.00 | 5,500.00 | 22,000.00 |
0021 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 50 | LNFT | 35.00 | 1,750.00 | 25.00 | 1,250.00 | 26.00 | 1,300.00 | 26.00 | 1,300.00 |
0022 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 115.00 | 11,500.00 | 90.00 | 9,000.00 | 90.00 | 9,000.00 | 75.00 | 7,500.00 |
0023 | 704-10-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,000.00 | 12,000.00 | 3,250.00 | 13,000.00 | 3,500.00 | 14,000.00 | 3,000.00 | 12,000.00 |
0024 | 705-01-00100 | Barbed Wire Fence | 717 | LNFT | 14.00 | 10,038.00 | 12.00 | 8,604.00 | 11.00 | 7,887.00 | 12.00 | 8,604.00 |
0025 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 800.00 | 800.00 | 750.00 | 750.00 | 1,000.00 | 1,000.00 | 750.00 | 750.00 |
0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 588 | SQYD | 70.00 | 41,160.00 | 65.00 | 38,220.00 | 65.00 | 38,220.00 | 72.00 | 42,336.00 |
0027 | 711-04-00100 | Geotextile Fabric | 588 | SQYD | 3.00 | 1,764.00 | 5.00 | 2,940.00 | 4.75 | 2,793.00 | 5.75 | 3,381.00 |
0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 17,500.00 | 17,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 |
0029 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 3,500.00 | 1,750.00 | 3,500.00 | 1,750.00 | 5,000.00 | 2,500.00 | 3,500.00 | 1,750.00 |
0030 | 717-01-00100 | Seeding | 12 | LB | 25.00 | 300.00 | 25.00 | 300.00 | 40.00 | 480.00 | 25.00 | 300.00 |
0031 | 718-01-00100 | Fertilizer | 270 | LB | 2.00 | 540.00 | 2.00 | 540.00 | 2.00 | 540.00 | 2.00 | 540.00 |
0032 | 726-01-00100 | Bedding Material | 6.4 | CUYD | 175.00 | 1,120.00 | 100.00 | 640.00 | 150.00 | 960.00 | 186.00 | 1,190.40 |
0033 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 77,200.00 | 77,200.00 |
0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 105.00 | 420.00 | 230.00 | 920.00 | 210.00 | 840.00 |
0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 22 | EACH | 20.00 | 440.00 | 75.00 | 1,650.00 | 24.00 | 528.00 | 20.00 | 440.00 |
0036 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 1,700 | LNFT | 1.00 | 1,700.00 | 4.50 | 7,650.00 | 1.35 | 2,295.00 | 1.15 | 1,955.00 |
0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 6,150.00 | 6,150.00 |
0038 | 804-01-00200 | Precast Concrete Piles (14") | 1,300 | LNFT | 70.00 | 91,000.00 | 100.00 | 130,000.00 | 85.00 | 110,500.00 | 74.00 | 96,200.00 |
0039 | 805-12-00100 | Bridge Superstructure and Substructure (24' Roadway, 90 Degree Crossing) | 1,920 | SQFT | 114.00 | 218,880.00 | 110.00 | 211,200.00 | 120.00 | 230,400.00 | 98.00 | 188,160.00 |
0040 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 966 | SQFT | 3.00 | 2,898.00 | 2.50 | 2,415.00 | 1.60 | 1,545.60 | 4.50 | 4,347.00 |
0041 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 966 | SQFT | 2.00 | 1,932.00 | 2.50 | 2,415.00 | 1.60 | 1,545.60 | 2.00 | 1,932.00 |
0042 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Roadway; 90 Degree Crossing; w/o Asphalt) | 500 | SQFT | 55.00 | 27,500.00 | 65.00 | 32,500.00 | 40.00 | 20,000.00 | 49.75 | 24,875.00 |
0043 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 161 | INLF | 1.00 | 161.00 | 5.00 | 805.00 | 9.00 | 1,449.00 | 3.15 | 507.15 |
| | | | | | | | | | | | |
| | CONTRACTOR TOTAL | | | | 722,360.80 | | 732,691.10 | | 755,470.70 | | 775,548.05 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 5 - TL Hawk, LLC | - 6 - Guinn Construction, LLC | - 7 - Matt L. Guinn Construction, LLC | - 8 - Coastal Contractors, 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 | 35,000.00 | 35,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 |
0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 11,000.00 | 11,000.00 |
0003 | 202-02-00010 | Removal of DOUBLE DRIVEWAY GATE (14+77 LT) | 1 | EACH | 500.00 | 500.00 | 500.00 | 500.00 | 550.00 | 550.00 | 385.00 | 385.00 |
0004 | 202-02-02020 | Removal of Asphalt Pavement | 850.6 | SQYD | 10.00 | 8,506.00 | 4.00 | 3,402.40 | 12.00 | 10,207.20 | 9.00 | 7,655.40 |
0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 736 | SQYD | 8.00 | 5,888.00 | 4.00 | 2,944.00 | 11.50 | 8,464.00 | 9.00 | 6,624.00 |
0006 | 202-02-04501 | Removal of Bridge (STA 15+29 - 27.5ft x 57ft, PRECAST CONCRETE & TIMBER) | 1,567.5 | LUMP | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 75,000.00 | 75,000.00 |
0007 | 203-02-00100 | Drainage Excavation | 216 | CUYD | 20.00 | 4,320.00 | 15.00 | 3,240.00 | 45.00 | 9,720.00 | 40.00 | 8,640.00 |
0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 14,546.00 | 14,546.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 |
0009 | 204-02-00100 | Temporary Hay Bales | 11 | EACH | 57.00 | 627.00 | 25.00 | 275.00 | 150.00 | 1,650.00 | 60.00 | 660.00 |
0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 200.00 | 800.00 | 250.00 | 1,000.00 | 500.00 | 2,000.00 | 200.00 | 800.00 |
0011 | 204-06-00100 | Temporary Silt Fencing | 806 | LNFT | 3.30 | 2,659.80 | 4.00 | 3,224.00 | 5.00 | 4,030.00 | 2.65 | 2,135.90 |
0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | 197.7 | CUYD | 175.00 | 34,597.50 | 150.00 | 29,655.00 | 165.00 | 32,620.50 | 134.00 | 26,491.80 |
0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 13 | CUYD | 145.00 | 1,885.00 | 200.00 | 2,600.00 | 200.00 | 2,600.00 | 125.00 | 1,625.00 |
0014 | 502-01-00100 | Asphalt Concrete | 157.32 | TON | 175.00 | 27,531.00 | 200.00 | 31,464.00 | 265.00 | 41,689.80 | 175.00 | 27,531.00 |
0015 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | 123 | LNFT | 80.00 | 9,840.00 | 100.00 | 12,300.00 | 60.00 | 7,380.00 | 115.00 | 14,145.00 |
0016 | 701-05-01101 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CMP) | 139 | LNFT | 125.00 | 17,375.00 | 175.00 | 24,325.00 | 180.00 | 25,020.00 | 198.00 | 27,522.00 |
0017 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | 204 | LNFT | 75.00 | 15,300.00 | 100.00 | 20,400.00 | 60.00 | 12,240.00 | 96.00 | 19,584.00 |
0018 | 701-05-02101 | Side Drain Pipe (Erosion) (36" RPVCP/CPEPDW/CMP) | 256 | LNFT | 120.00 | 30,720.00 | 175.00 | 44,800.00 | 180.00 | 46,080.00 | 177.00 | 45,312.00 |
0019 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 395 | LNFT | 4.50 | 1,777.50 | 5.00 | 1,975.00 | 8.50 | 3,357.50 | 4.75 | 1,876.25 |
0020 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 3,300.00 | 13,200.00 | 5,000.00 | 20,000.00 | 6,000.00 | 24,000.00 | 5,300.00 | 21,200.00 |
0021 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 50 | LNFT | 25.00 | 1,250.00 | 30.00 | 1,500.00 | 50.00 | 2,500.00 | 25.00 | 1,250.00 |
0022 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 75.00 | 7,500.00 | 105.00 | 10,500.00 | 145.00 | 14,500.00 | 75.00 | 7,500.00 |
0023 | 704-10-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,000.00 | 12,000.00 | 4,500.00 | 18,000.00 | 3,700.00 | 14,800.00 | 3,000.00 | 12,000.00 |
0024 | 705-01-00100 | Barbed Wire Fence | 717 | LNFT | 9.07 | 6,503.19 | 15.00 | 10,755.00 | 16.00 | 11,472.00 | 9.10 | 6,524.70 |
0025 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 873.13 | 873.13 | 3,000.00 | 3,000.00 | 900.00 | 900.00 | 875.00 | 875.00 |
0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 588 | SQYD | 67.00 | 39,396.00 | 80.00 | 47,040.00 | 78.50 | 46,158.00 | 81.00 | 47,628.00 |
0027 | 711-04-00100 | Geotextile Fabric | 588 | SQYD | 6.50 | 3,822.00 | 5.00 | 2,940.00 | 4.00 | 2,352.00 | 3.75 | 2,205.00 |
0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,500.00 | 8,500.00 | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 5,500.00 | 5,500.00 |
0029 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 3,478.00 | 1,739.00 | 5,000.00 | 2,500.00 | 4,000.00 | 2,000.00 | 3,478.00 | 1,739.00 |
0030 | 717-01-00100 | Seeding | 12 | LB | 33.74 | 404.88 | 50.00 | 600.00 | 85.00 | 1,020.00 | 34.00 | 408.00 |
0031 | 718-01-00100 | Fertilizer | 270 | LB | 1.32 | 356.40 | 2.00 | 540.00 | 5.50 | 1,485.00 | 1.33 | 359.10 |
0032 | 726-01-00100 | Bedding Material | 6.4 | CUYD | 175.00 | 1,120.00 | 200.00 | 1,280.00 | 300.00 | 1,920.00 | 186.00 | 1,190.40 |
0033 | 727-01-00100 | Mobilization | 1 | LUMP | 80,000.00 | 80,000.00 | 78,500.00 | 78,500.00 | 45,000.00 | 45,000.00 | 95,000.00 | 95,000.00 |
0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 200.00 | 800.00 | 125.00 | 500.00 | 200.00 | 800.00 | 200.00 | 800.00 |
0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 22 | EACH | 20.00 | 440.00 | 100.00 | 2,200.00 | 50.00 | 1,100.00 | 20.00 | 440.00 |
0036 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 1,700 | LNFT | 1.15 | 1,955.00 | 7.00 | 11,900.00 | 6.50 | 11,050.00 | 3.00 | 5,100.00 |
0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 29,000.00 | 29,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 |
0038 | 804-01-00200 | Precast Concrete Piles (14") | 1,300 | LNFT | 135.00 | 175,500.00 | 90.00 | 117,000.00 | 80.00 | 104,000.00 | 78.00 | 101,400.00 |
0039 | 805-12-00100 | Bridge Superstructure and Substructure (24' Roadway, 90 Degree Crossing) | 1,920 | SQFT | 85.00 | 163,200.00 | 125.00 | 240,000.00 | 128.00 | 245,760.00 | 140.00 | 268,800.00 |
0040 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 966 | SQFT | 1.25 | 1,207.50 | 4.00 | 3,864.00 | 5.00 | 4,830.00 | 2.00 | 1,932.00 |
0041 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 966 | SQFT | 1.20 | 1,159.20 | 4.00 | 3,864.00 | 5.00 | 4,830.00 | 2.50 | 2,415.00 |
0042 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Roadway; 90 Degree Crossing; w/o Asphalt) | 500 | SQFT | 50.00 | 25,000.00 | 60.00 | 30,000.00 | 62.50 | 31,250.00 | 55.00 | 27,500.00 |
0043 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 161 | INLF | 2.00 | 322.00 | 12.50 | 2,012.50 | 2.00 | 322.00 | 15.00 | 2,415.00 |
| | | | | | | | | | | | |
| | CONTRACTOR TOTAL | | | | 833,121.10 | | 856,599.90 | | 895,158.00 | | 991,168.55 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 9 - BAKER PILE DRIVING AND SITE WORK LLC |
Unit Price | Total Amount |
0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 12,434.50 | 12,434.50 |
0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 11,243.91 | 11,243.91 |
0003 | 202-02-00010 | Removal of DOUBLE DRIVEWAY GATE (14+77 LT) | 1 | EACH | 1,909.40 | 1,909.40 |
0004 | 202-02-02020 | Removal of Asphalt Pavement | 850.6 | SQYD | 7.10 | 6,039.26 |
0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 736 | SQYD | 12.79 | 9,413.44 |
0006 | 202-02-04501 | Removal of Bridge (STA 15+29 - 27.5ft x 57ft, PRECAST CONCRETE & TIMBER) | 1,567.5 | LUMP | 38,971.52 | 38,971.52 |
0007 | 203-02-00100 | Drainage Excavation | 216 | CUYD | 27.31 | 5,898.96 |
0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 23,447.40 | 23,447.40 |
0009 | 204-02-00100 | Temporary Hay Bales | 11 | EACH | 172.28 | 1,895.08 |
0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 537.55 | 2,150.20 |
0011 | 204-06-00100 | Temporary Silt Fencing | 806 | LNFT | 4.31 | 3,473.86 |
0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | 197.7 | CUYD | 104.78 | 20,715.01 |
0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 13 | CUYD | 212.82 | 2,766.66 |
0014 | 502-01-00100 | Asphalt Concrete | 157.32 | TON | 247.53 | 38,941.42 |
0015 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | 123 | LNFT | 109.35 | 13,450.05 |
0016 | 701-05-01101 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CMP) | 139 | LNFT | 164.01 | 22,797.39 |
0017 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | 204 | LNFT | 109.35 | 22,307.40 |
0018 | 701-05-02101 | Side Drain Pipe (Erosion) (36" RPVCP/CPEPDW/CMP) | 256 | LNFT | 164.01 | 41,986.56 |
0019 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 395 | LNFT | 50.49 | 19,943.55 |
0020 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 5,467.03 | 21,868.12 |
0021 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 50 | LNFT | 30.37 | 1,518.50 |
0022 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 121.49 | 12,149.00 |
0023 | 704-10-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 3,037.24 | 12,148.96 |
0024 | 705-01-00100 | Barbed Wire Fence | 717 | LNFT | 10.73 | 7,693.41 |
0025 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 2,610.59 | 2,610.59 |
0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 588 | SQYD | 48.83 | 28,712.04 |
0027 | 711-04-00100 | Geotextile Fabric | 588 | SQYD | 3.65 | 2,146.20 |
0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,130.64 | 4,130.64 |
0029 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 3,644.69 | 1,822.35 |
0030 | 717-01-00100 | Seeding | 12 | LB | 151.86 | 1,822.32 |
0031 | 718-01-00100 | Fertilizer | 270 | LB | 6.75 | 1,822.50 |
0032 | 726-01-00100 | Bedding Material | 6.4 | CUYD | 298.26 | 1,908.86 |
0033 | 727-01-00100 | Mobilization | 1 | LUMP | 88,800.00 | 88,800.00 |
0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 151.86 | 607.44 |
0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 22 | EACH | 36.45 | 801.90 |
0036 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 1,700 | LNFT | 2.43 | 4,131.00 |
0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,357.13 | 15,357.13 |
0038 | 804-01-00200 | Precast Concrete Piles (14") | 1,300 | LNFT | 121.38 | 157,794.00 |
0039 | 805-12-00100 | Bridge Superstructure and Substructure (24' Roadway, 90 Degree Crossing) | 1,920 | SQFT | 147.56 | 283,315.20 |
0040 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 966 | SQFT | 5.48 | 5,293.68 |
0041 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 966 | SQFT | 4.28 | 4,134.48 |
0042 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Roadway; 90 Degree Crossing; w/o Asphalt) | 500 | SQFT | 76.78 | 38,390.00 |
0043 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 161 | INLF | 6.49 | 1,044.89 |
| | | | | | |
| | CONTRACTOR TOTAL | | | | 999,808.78 |