Proposal:H.011767.6
Parish:Assumption
Description:BAYOU CRAB ROAD BRIDGE
Type Construction:CLEARING AND GRUBBING, REMOVAL OF TIMBER BRIDGE, GRADING, CLASS II BASE COURSE, ASPHALT CONCRETE PAVEMENT, PERMANENT SHEETING (STEEL), PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$810,922.10
| Rank | License | Bidder | Construction Bid |
| 1 | 01012 | Cecil D. Gassiott, LLC | $688,281.46 |
| 2 | 40312 | GRAY CONSTRUCTION CORP. | $756,620.79 |
| 3 | 00009 | Coastal Contractors, Inc. | $893,937.80 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $897,760.85 |
| 5 | 36827 | Shavers-Whittle Construction LLC | $926,932.57 |
| 6 | 63897 | TL Hawk, LLC | $957,678.23 |
| 7 | 55950 | Brown Industrial Construction, LLC | $959,928.47 |
| 8 | 33678 | Sealevel Construction Inc. | $1,098,835.40 |
| 9 | 39462 | JB JAMES CONSTRUCTION LLC | $1,143,134.80 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Cecil D. Gassiott, LLC | - 2 -
GRAY CONSTRUCTION CORP. | - 3 -
Coastal Contractors, Inc. | - 4 -
Diamond B Construction Co., 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 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions INCLUDES SIGNS, GUARDRAIL, FENCE, AND RELATED ITEMS WITHIN REQUIRED RIGHT-OF-WAY | 1 | LUMP | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 4,500.00 | 4,500.00 | 9,000.00 | 9,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 636.8 | SQYD | 10.00 | 6,368.00 | 4.40 | 2,801.92 | 5.00 | 3,184.00 | 10.00 | 6,368.00 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 636.8 | SQYD | 10.00 | 6,368.00 | 4.40 | 2,801.92 | 10.00 | 6,368.00 | 10.00 | 6,368.00 | | 0005 | 202-02-04501 | Removal of Bridge (TIMBER DECK WITH TIMBER CAPS AND TIMBER PILES) | 1,077 | LUMP | 25,000.00 | 25,000.00 | 13,300.00 | 13,300.00 | 70,000.00 | 70,000.00 | 15,000.00 | 15,000.00 | | 0006 | 203-02-00100 | Drainage Excavation | 137 | CUYD | 40.00 | 5,480.00 | 21.50 | 2,945.50 | 40.00 | 5,480.00 | 80.00 | 10,960.00 | | 0007 | 203-04-00300 | Nonplastic Embankment (Stone) | 280 | CUYD | 100.00 | 28,000.00 | 108.00 | 30,240.00 | 126.00 | 35,280.00 | 140.00 | 39,200.00 | | 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 5,000.00 | 5,000.00 | 1,100.00 | 1,100.00 | 1,000.00 | 1,000.00 | 4,500.00 | 4,500.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 628 | LNFT | 2.00 | 1,256.00 | 3.00 | 1,884.00 | 4.00 | 2,512.00 | 2.50 | 1,570.00 | | 0010 | 302-01-00300 | Class II Base Course (Crushed Stone) | 248.4 | CUYD | 105.00 | 26,082.00 | 141.50 | 35,148.60 | 120.00 | 29,808.00 | 135.00 | 33,534.00 | | 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 18 | CUYD | 105.00 | 1,890.00 | 111.30 | 2,003.40 | 115.00 | 2,070.00 | 120.00 | 2,160.00 | | 0012 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 75 | CUYD | 50.00 | 3,750.00 | 98.75 | 7,406.25 | 115.00 | 8,625.00 | 85.00 | 6,375.00 | | 0013 | 502-01-00100 | Asphalt Concrete | 141.8 | TON | 250.00 | 35,450.00 | 200.00 | 28,360.00 | 200.00 | 28,360.00 | 150.00 | 21,270.00 | | 0014 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 25 | LNFT | 30.00 | 750.00 | 28.00 | 700.00 | 25.00 | 625.00 | 30.00 | 750.00 | | 0015 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 85.00 | 4,250.00 | 80.00 | 4,000.00 | 75.00 | 3,750.00 | 85.00 | 4,250.00 | | 0016 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 3,500.00 | 7,000.00 | 3,500.00 | 7,000.00 | 3,000.00 | 6,000.00 | 3,500.00 | 7,000.00 | | 0017 | 705-01-00100 | Barbed Wire Fence | 104 | LNFT | 10.00 | 1,040.00 | 15.00 | 1,560.00 | 15.00 | 1,560.00 | 16.00 | 1,664.00 | | 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 45 | SQYD | 229.00 | 10,305.00 | 65.50 | 2,947.50 | 200.00 | 9,000.00 | 210.00 | 9,450.00 | | 0019 | 711-04-00100 | Geotextile Fabric | 45 | SQYD | 5.00 | 225.00 | 4.00 | 180.00 | 3.00 | 135.00 | 5.00 | 225.00 | | 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 4,000.00 | 4,000.00 | 16,000.00 | 16,000.00 | | 0021 | 716-01-00100 | Mulch (Vegetative) | 0.4 | TON | 500.00 | 200.00 | 5,000.00 | 2,000.00 | 5,200.00 | 2,080.00 | 5,000.00 | 2,000.00 | | 0022 | 717-01-00100 | Seeding | 4 | LB | 50.00 | 200.00 | 50.00 | 200.00 | 51.00 | 204.00 | 50.00 | 200.00 | | 0023 | 718-01-00100 | Fertilizer | 154 | LB | 2.00 | 308.00 | 5.00 | 770.00 | 2.00 | 308.00 | 5.00 | 770.00 | | 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 76,430.00 | 76,430.00 | 85,000.00 | 85,000.00 | 154,000.00 | 154,000.00 | | 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 150.00 | 600.00 | 100.00 | 400.00 | 100.00 | 400.00 | 100.00 | 400.00 | | 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | 19 | EACH | 25.00 | 475.00 | 20.00 | 380.00 | 380.00 | 7,220.00 | 20.00 | 380.00 | | 0027 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 1,480 | LNFT | 9.00 | 13,320.00 | 2.50 | 3,700.00 | 3.50 | 5,180.00 | 3.50 | 5,180.00 | | 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 7,000.00 | 7,000.00 | 9,000.00 | 9,000.00 | | 0029 | 802-02-00100 | Permanent Sheeting (Steel) | 3,536 | SQFT | 16.00 | 56,576.00 | 54.20 | 191,651.20 | 42.00 | 148,512.00 | 48.00 | 169,728.00 | | 0030 | 804-01-00300 | Precast Concrete Piles (16") | 1,620 | LNFT | 86.00 | 139,320.00 | 66.65 | 107,973.00 | 83.00 | 134,460.00 | 80.00 | 129,600.00 | | 0031 | 804-14-00100 | Dynamic Monitoring Assistance | 4 | EACH | 750.00 | 3,000.00 | 752.00 | 3,008.00 | 2,000.00 | 8,000.00 | 650.00 | 2,600.00 | | 0032 | 805-01-00100 | Class A1 Concrete (Slab Span) | 86.91 | CUYD | 1,306.00 | 113,504.46 | 1,000.00 | 86,910.00 | 1,500.00 | 130,365.00 | 935.00 | 81,260.85 | | 0033 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 19.36 | CUYD | 2,300.00 | 44,528.00 | 1,680.00 | 32,524.80 | 2,500.00 | 48,400.00 | 2,600.00 | 50,336.00 | | 0034 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 852 | SQFT | 1.00 | 852.00 | 1.70 | 1,448.40 | 2.00 | 1,704.00 | 3.00 | 2,556.00 | | 0035 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 852 | SQFT | 1.00 | 852.00 | 1.90 | 1,618.80 | 2.30 | 1,959.60 | 3.00 | 2,556.00 | | 0036 | 806-01-00100 | Deformed Reinforcing Steel | 19,040 | LB | 1.00 | 19,040.00 | 2.10 | 39,984.00 | 1.33 | 25,323.20 | 1.10 | 20,944.00 | | 0037 | 810-01-00100 | Concrete Bridge Railing (Standard) | 80 | LNFT | 120.00 | 9,600.00 | 109.00 | 8,720.00 | 115.00 | 9,200.00 | 145.00 | 11,600.00 | | 0038 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 50 | LNFT | 120.00 | 6,000.00 | 117.00 | 5,850.00 | 115.00 | 5,750.00 | 145.00 | 7,250.00 | | 0039 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Clear Roadway, 90 Degree Crossing)(10' Long w/o Asphalt) | 515 | SQFT | 70.00 | 36,050.00 | 49.30 | 25,389.50 | 65.00 | 33,475.00 | 60.00 | 30,900.00 | | 0040 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 428 | INLF | 1.50 | 642.00 | 3.00 | 1,284.00 | 5.00 | 2,140.00 | 2.00 | 856.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 688,281.46 | | 756,620.79 | | 893,937.80 | | 897,760.85 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Shavers-Whittle Construction LLC | - 6 -
TL Hawk, LLC | - 7 -
Brown Industrial Construction, LLC | - 8 -
Sealevel Construction 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 | 12,500.00 | 12,500.00 | 16,000.00 | 16,000.00 | 25,000.00 | 25,000.00 | 3,500.00 | 3,500.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions INCLUDES SIGNS, GUARDRAIL, FENCE, AND RELATED ITEMS WITHIN REQUIRED RIGHT-OF-WAY | 1 | LUMP | 8,500.00 | 8,500.00 | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 636.8 | SQYD | 24.75 | 15,760.80 | 10.00 | 6,368.00 | 3.00 | 1,910.40 | 13.00 | 8,278.40 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 636.8 | SQYD | 9.25 | 5,890.40 | 10.00 | 6,368.00 | 6.00 | 3,820.80 | 15.00 | 9,552.00 | | 0005 | 202-02-04501 | Removal of Bridge (TIMBER DECK WITH TIMBER CAPS AND TIMBER PILES) | 1,077 | LUMP | 49,500.00 | 49,500.00 | 49,409.00 | 49,409.00 | 78,000.00 | 78,000.00 | 20,000.00 | 20,000.00 | | 0006 | 203-02-00100 | Drainage Excavation | 137 | CUYD | 25.00 | 3,425.00 | 17.00 | 2,329.00 | 23.00 | 3,151.00 | 55.00 | 7,535.00 | | 0007 | 203-04-00300 | Nonplastic Embankment (Stone) | 280 | CUYD | 75.00 | 21,000.00 | 125.00 | 35,000.00 | 117.00 | 32,760.00 | 135.00 | 37,800.00 | | 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 8,500.00 | 8,500.00 | 500.00 | 500.00 | 6,000.00 | 6,000.00 | 4,500.00 | 4,500.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 628 | LNFT | 3.50 | 2,198.00 | 6.00 | 3,768.00 | 3.65 | 2,292.20 | 7.00 | 4,396.00 | | 0010 | 302-01-00300 | Class II Base Course (Crushed Stone) | 248.4 | CUYD | 95.00 | 23,598.00 | 128.00 | 31,795.20 | 110.00 | 27,324.00 | 170.00 | 42,228.00 | | 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 18 | CUYD | 40.00 | 720.00 | 150.00 | 2,700.00 | 120.00 | 2,160.00 | 120.00 | 2,160.00 | | 0012 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 75 | CUYD | 45.00 | 3,375.00 | 90.00 | 6,750.00 | 113.00 | 8,475.00 | 145.00 | 10,875.00 | | 0013 | 502-01-00100 | Asphalt Concrete | 141.8 | TON | 225.00 | 31,905.00 | 225.07 | 31,914.93 | 295.00 | 41,831.00 | 410.00 | 58,138.00 | | 0014 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 25 | LNFT | 75.00 | 1,875.00 | 25.00 | 625.00 | 25.00 | 625.00 | 31.00 | 775.00 | | 0015 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 130.00 | 6,500.00 | 75.00 | 3,750.00 | 75.00 | 3,750.00 | 142.00 | 7,100.00 | | 0016 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 3,250.00 | 6,500.00 | 3,000.00 | 6,000.00 | 3,000.00 | 6,000.00 | 3,220.00 | 6,440.00 | | 0017 | 705-01-00100 | Barbed Wire Fence | 104 | LNFT | 10.00 | 1,040.00 | 12.00 | 1,248.00 | 10.00 | 1,040.00 | 21.00 | 2,184.00 | | 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 45 | SQYD | 85.00 | 3,825.00 | 62.50 | 2,812.50 | 95.00 | 4,275.00 | 105.00 | 4,725.00 | | 0019 | 711-04-00100 | Geotextile Fabric | 45 | SQYD | 7.00 | 315.00 | 7.00 | 315.00 | 45.00 | 2,025.00 | 3.00 | 135.00 | | 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,500.00 | 10,500.00 | 8,500.00 | 8,500.00 | 21,000.00 | 21,000.00 | 9,000.00 | 9,000.00 | | 0021 | 716-01-00100 | Mulch (Vegetative) | 0.4 | TON | 5,500.00 | 2,200.00 | 5,161.10 | 2,064.44 | 5,200.00 | 2,080.00 | 8,900.00 | 3,560.00 | | 0022 | 717-01-00100 | Seeding | 4 | LB | 75.00 | 300.00 | 50.97 | 203.88 | 51.00 | 204.00 | 15.00 | 60.00 | | 0023 | 718-01-00100 | Fertilizer | 154 | LB | 2.50 | 385.00 | 1.82 | 280.28 | 1.85 | 284.90 | 3.00 | 462.00 | | 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 90,000.00 | 90,000.00 | 90,000.00 | 90,000.00 | 95,000.00 | 95,000.00 | 74,500.00 | 74,500.00 | | 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 95.00 | 380.00 | 100.00 | 400.00 | 100.00 | 400.00 | 115.00 | 460.00 | | 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | 19 | EACH | 25.00 | 475.00 | 20.00 | 380.00 | 20.00 | 380.00 | 25.00 | 475.00 | | 0027 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 1,480 | LNFT | 4.50 | 6,660.00 | 3.50 | 5,180.00 | 6.90 | 10,212.00 | 9.00 | 13,320.00 | | 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 38,000.00 | 38,000.00 | 15,000.00 | 15,000.00 | 15,500.00 | 15,500.00 | 20,000.00 | 20,000.00 | | 0029 | 802-02-00100 | Permanent Sheeting (Steel) | 3,536 | SQFT | 54.50 | 192,712.00 | 62.00 | 219,232.00 | 54.00 | 190,944.00 | 52.00 | 183,872.00 | | 0030 | 804-01-00300 | Precast Concrete Piles (16") | 1,620 | LNFT | 85.00 | 137,700.00 | 121.00 | 196,020.00 | 88.00 | 142,560.00 | 94.00 | 152,280.00 | | 0031 | 804-14-00100 | Dynamic Monitoring Assistance | 4 | EACH | 750.00 | 3,000.00 | 4,000.00 | 16,000.00 | 1,500.00 | 6,000.00 | 3,000.00 | 12,000.00 | | 0032 | 805-01-00100 | Class A1 Concrete (Slab Span) | 86.91 | CUYD | 1,150.00 | 99,946.50 | 900.00 | 78,219.00 | 967.00 | 84,041.97 | 2,400.00 | 208,584.00 | | 0033 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 19.36 | CUYD | 2,450.00 | 47,432.00 | 2,400.00 | 46,464.00 | 2,360.00 | 45,689.60 | 4,000.00 | 77,440.00 | | 0034 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 852 | SQFT | 1.41 | 1,201.32 | 1.50 | 1,278.00 | 1.00 | 852.00 | 8.00 | 6,816.00 | | 0035 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 852 | SQFT | 2.50 | 2,130.00 | 1.00 | 852.00 | 1.50 | 1,278.00 | 4.00 | 3,408.00 | | 0036 | 806-01-00100 | Deformed Reinforcing Steel | 19,040 | LB | 1.50 | 28,560.00 | 1.35 | 25,704.00 | 1.25 | 23,800.00 | 1.00 | 19,040.00 | | 0037 | 810-01-00100 | Concrete Bridge Railing (Standard) | 80 | LNFT | 315.46 | 25,236.80 | 120.00 | 9,600.00 | 169.00 | 13,520.00 | 335.00 | 26,800.00 | | 0038 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 50 | LNFT | 170.82 | 8,541.00 | 120.00 | 6,000.00 | 169.00 | 8,450.00 | 355.00 | 17,750.00 | | 0039 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Clear Roadway, 90 Degree Crossing)(10' Long w/o Asphalt) | 515 | SQFT | 44.49 | 22,912.35 | 48.00 | 24,720.00 | 71.00 | 36,565.00 | 65.00 | 33,475.00 | | 0040 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 428 | INLF | 4.05 | 1,733.40 | 1.00 | 428.00 | 1.70 | 727.60 | 4.00 | 1,712.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 926,932.57 | | 957,678.23 | | 959,928.47 | | 1,098,835.40 |
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Number | Item Number | Item Description | Quantity | Unit of
Measure | - 9 -
JB JAMES CONSTRUCTION LLC | | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 200,000.00 | 200,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions INCLUDES SIGNS, GUARDRAIL, FENCE, AND RELATED ITEMS WITHIN REQUIRED RIGHT-OF-WAY | 1 | LUMP | 4,000.00 | 4,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 636.8 | SQYD | 6.00 | 3,820.80 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 636.8 | SQYD | 6.00 | 3,820.80 | | 0005 | 202-02-04501 | Removal of Bridge (TIMBER DECK WITH TIMBER CAPS AND TIMBER PILES) | 1,077 | LUMP | 200,000.00 | 200,000.00 | | 0006 | 203-02-00100 | Drainage Excavation | 137 | CUYD | 45.00 | 6,165.00 | | 0007 | 203-04-00300 | Nonplastic Embankment (Stone) | 280 | CUYD | 50.00 | 14,000.00 | | 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 628 | LNFT | 5.00 | 3,140.00 | | 0010 | 302-01-00300 | Class II Base Course (Crushed Stone) | 248.4 | CUYD | 80.00 | 19,872.00 | | 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 18 | CUYD | 100.00 | 1,800.00 | | 0012 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 75 | CUYD | 100.00 | 7,500.00 | | 0013 | 502-01-00100 | Asphalt Concrete | 141.8 | TON | 185.00 | 26,233.00 | | 0014 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 25 | LNFT | 24.00 | 600.00 | | 0015 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 110.00 | 5,500.00 | | 0016 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 3,250.00 | 6,500.00 | | 0017 | 705-01-00100 | Barbed Wire Fence | 104 | LNFT | 15.00 | 1,560.00 | | 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 45 | SQYD | 80.00 | 3,600.00 | | 0019 | 711-04-00100 | Geotextile Fabric | 45 | SQYD | 5.00 | 225.00 | | 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | | 0021 | 716-01-00100 | Mulch (Vegetative) | 0.4 | TON | 5,000.00 | 2,000.00 | | 0022 | 717-01-00100 | Seeding | 4 | LB | 50.00 | 200.00 | | 0023 | 718-01-00100 | Fertilizer | 154 | LB | 5.00 | 770.00 | | 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 52,215.00 | 52,215.00 | | 0025 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 90.00 | 360.00 | | 0026 | 731-02-00100 | Reflectorized Raised Pavement Markers | 19 | EACH | 20.00 | 380.00 | | 0027 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 1,480 | LNFT | 3.50 | 5,180.00 | | 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | | 0029 | 802-02-00100 | Permanent Sheeting (Steel) | 3,536 | SQFT | 45.00 | 159,120.00 | | 0030 | 804-01-00300 | Precast Concrete Piles (16") | 1,620 | LNFT | 100.00 | 162,000.00 | | 0031 | 804-14-00100 | Dynamic Monitoring Assistance | 4 | EACH | 4,100.00 | 16,400.00 | | 0032 | 805-01-00100 | Class A1 Concrete (Slab Span) | 86.91 | CUYD | 800.00 | 69,528.00 | | 0033 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 19.36 | CUYD | 1,500.00 | 29,040.00 | | 0034 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 852 | SQFT | 1.00 | 852.00 | | 0035 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 852 | SQFT | 5.00 | 4,260.00 | | 0036 | 806-01-00100 | Deformed Reinforcing Steel | 19,040 | LB | 2.23 | 42,459.20 | | 0037 | 810-01-00100 | Concrete Bridge Railing (Standard) | 80 | LNFT | 100.00 | 8,000.00 | | 0038 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 50 | LNFT | 100.00 | 5,000.00 | | 0039 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Clear Roadway, 90 Degree Crossing)(10' Long w/o Asphalt) | 515 | SQFT | 50.00 | 25,750.00 | | 0040 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 428 | INLF | 3.00 | 1,284.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,143,134.80 |
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