Proposal:H.008161.6
Parish:Lincoln
Routes:LA 3072
Description:LA 3072: COLVIN CREEK BRIDGE
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$1,387,914.90
| Rank | License | Bidder | Construction Bid |
| 1 | 14788 | Louisiana Bridge, Inc. | $1,333,110.85 |
| 2 | 63897 | TL Hawk, LLC | $1,552,221.26 |
| 3 | 59705 | NORTHERN STATE CONSTRUCTION LLC | $1,583,518.90 |
| 4 | 55950 | Brown Industrial Construction, LLC | $1,694,194.75 |
| 5 | 18546 | C W & W Contractors, Inc. | $1,839,997.50 |
| 6 | 12487 | Diamond B Construction Co., L.L.C. | $1,949,190.83 |
| 7 | 39462 | JB JAMES CONSTRUCTION LLC | $2,145,609.20 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Louisiana Bridge, Inc. | - 2 -
TL Hawk, LLC | - 3 -
NORTHERN STATE CONSTRUCTION LLC | - 4 -
Brown Industrial 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 | 1.43 | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 21,000.00 | 21,000.00 | 210,000.00 | 210,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 6,000.00 | 6,000.00 | 5,583.00 | 5,583.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | | 0003 | 202-02-04501 | Removal of Bridge Str. No. 05318311400931 (Sta. 107+49.88; 116' x 27.3' TTRES) | 3,167 | LUMP | 10,000.00 | 10,000.00 | 50,683.00 | 50,683.00 | 58,000.00 | 58,000.00 | 60,000.00 | 60,000.00 | | 0004 | 202-02-12000 | Removal of Fence | 364 | LNFT | 4.00 | 1,456.00 | 8.00 | 2,912.00 | 5.00 | 1,820.00 | 2.00 | 728.00 | | 0005 | 202-02-14500 | Removal of Guard Rail | 589 | LNFT | 6.00 | 3,534.00 | 8.00 | 4,712.00 | 8.00 | 4,712.00 | 7.00 | 4,123.00 | | 0006 | 203-02-00100 | Drainage Excavation | 1,179 | CUYD | 9.00 | 10,611.00 | 10.00 | 11,790.00 | 25.00 | 29,475.00 | 11.00 | 12,969.00 | | 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 29,000.00 | 29,000.00 | 20,000.00 | 20,000.00 | 32,500.00 | 32,500.00 | 35,000.00 | 35,000.00 | | 0008 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 7 | EACH | 450.00 | 3,150.00 | 350.00 | 2,450.00 | 650.00 | 4,550.00 | 400.00 | 2,800.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 1,700 | LNFT | 3.50 | 5,950.00 | 3.75 | 6,375.00 | 2.00 | 3,400.00 | 2.00 | 3,400.00 | | 0010 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | 2,451 | SQYD | 29.50 | 72,304.50 | 29.00 | 71,079.00 | 25.00 | 61,275.00 | 30.00 | 73,530.00 | | 0011 | 304-01-00100 | Lime | 15.55 | TON | 153.00 | 2,379.15 | 300.00 | 4,665.00 | 250.00 | 3,887.50 | 300.00 | 4,665.00 | | 0012 | 304-05-00100 | Lime Treatment (Type E) | 1,097 | SQYD | 5.00 | 5,485.00 | 8.00 | 8,776.00 | 5.00 | 5,485.00 | 5.50 | 6,033.50 | | 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | CUYD | 120.00 | 720.00 | 175.00 | 1,050.00 | 150.00 | 900.00 | 210.00 | 1,260.00 | | 0014 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 50 | CUYD | 115.00 | 5,750.00 | 100.00 | 5,000.00 | 150.00 | 7,500.00 | 130.00 | 6,500.00 | | 0015 | 502-01-00100 | Asphalt Concrete | 416.4 | TON | 190.00 | 79,116.00 | 160.00 | 66,624.00 | 160.00 | 66,624.00 | 210.00 | 87,444.00 | | 0016 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 59.8 | TON | 210.00 | 12,558.00 | 257.00 | 15,368.60 | 257.00 | 15,368.60 | 210.00 | 12,558.00 | | 0017 | 509-01-00100 | Milling Asphalt Pavement | 2,669 | SQYD | 6.00 | 16,014.00 | 6.50 | 17,348.50 | 8.00 | 21,352.00 | 8.00 | 21,352.00 | | 0018 | 510-01-00255 | Pavement Patching (15 inch Minimum Thickness) | 76 | SQYD | 105.00 | 7,980.00 | 240.00 | 18,240.00 | 240.00 | 18,240.00 | 225.00 | 17,100.00 | | 0019 | 701-05-01084 | Side Drain Pipe (30" RCP/RPVCP/CPEPDW) | 32 | LNFT | 95.00 | 3,040.00 | 75.00 | 2,400.00 | 150.00 | 4,800.00 | 95.00 | 3,040.00 | | 0020 | 701-05-02141 | Side Drain Pipe (Erosion) (48" RPVCP/CPEPDW/CMP) | 80 | LNFT | 125.00 | 10,000.00 | 90.00 | 7,200.00 | 250.00 | 20,000.00 | 140.00 | 11,200.00 | | 0021 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 80 | LNFT | 20.00 | 1,600.00 | 8.00 | 640.00 | 3.50 | 280.00 | 1.00 | 80.00 | | 0022 | 702-08-00200 | Side Drain Safety End (Type 2) | 1 | EACH | 5,000.00 | 5,000.00 | 4,750.00 | 4,750.00 | 150.00 | 150.00 | 7,000.00 | 7,000.00 | | 0023 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 175 | LNFT | 34.00 | 5,950.00 | 23.52 | 4,116.00 | 24.00 | 4,200.00 | 24.00 | 4,200.00 | | 0024 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 108.00 | 10,800.00 | 91.26 | 9,126.00 | 91.50 | 9,150.00 | 92.00 | 9,200.00 | | 0025 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 4,900.00 | 19,600.00 | 3,137.46 | 12,549.84 | 3,250.00 | 13,000.00 | 3,200.00 | 12,800.00 | | 0026 | 705-01-00100 | Barbed Wire Fence | 244 | LNFT | 15.00 | 3,660.00 | 9.00 | 2,196.00 | 12.00 | 2,928.00 | 8.00 | 1,952.00 | | 0027 | 708-01-00100 | Right-of-Way Monument | 8 | EACH | 250.00 | 2,000.00 | 385.00 | 3,080.00 | 250.00 | 2,000.00 | 250.00 | 2,000.00 | | 0028 | 708-02-00100 | Right-of-Way Monument Witness Post | 8 | EACH | 250.00 | 2,000.00 | 102.50 | 820.00 | 250.00 | 2,000.00 | 250.00 | 2,000.00 | | 0029 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 878 | SQYD | 72.00 | 63,216.00 | 80.00 | 70,240.00 | 125.00 | 109,750.00 | 80.00 | 70,240.00 | | 0030 | 711-04-00100 | Geotextile Fabric | 878 | SQYD | 4.00 | 3,512.00 | 7.00 | 6,146.00 | 5.00 | 4,390.00 | 2.00 | 1,756.00 | | 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | | 0032 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.035 | MILE | 400.00 | 14.00 | 12,857.14 | 450.00 | 300.00 | 10.50 | 10,000.00 | 350.00 | | 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.616 | MILE | 1,400.00 | 862.40 | 1,188.31 | 732.00 | 800.00 | 492.80 | 2,500.00 | 1,540.00 | | 0034 | 716-01-00100 | Mulch (Vegetative) | 2.9 | TON | 1,500.00 | 4,350.00 | 1,200.00 | 3,480.00 | 900.00 | 2,610.00 | 1,850.00 | 5,365.00 | | 0035 | 717-01-00100 | Seeding | 43 | LB | 45.00 | 1,935.00 | 20.00 | 860.00 | 12.00 | 516.00 | 20.00 | 860.00 | | 0036 | 718-01-00100 | Fertilizer | 1,430 | LB | 2.50 | 3,575.00 | 0.75 | 1,072.50 | 2.00 | 2,860.00 | 0.80 | 1,144.00 | | 0037 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 200 | SQYD | 4.00 | 800.00 | 5.00 | 1,000.00 | 5.00 | 1,000.00 | 4.40 | 880.00 | | 0038 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 155,000.00 | 155,000.00 | 100,000.00 | 100,000.00 | 160,000.00 | 160,000.00 | | 0039 | 729-01-00100 | Sign (Type A) | 18 | SQFT | 51.00 | 918.00 | 40.00 | 720.00 | 20.00 | 360.00 | 20.00 | 360.00 | | 0040 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 120.00 | 480.00 | 75.00 | 300.00 | 75.00 | 300.00 | 75.00 | 300.00 | | 0041 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | 2 | EACH | 170.00 | 340.00 | 150.00 | 300.00 | 150.00 | 300.00 | 150.00 | 300.00 | | 0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | 40 | EACH | 9.00 | 360.00 | 8.00 | 320.00 | 20.00 | 800.00 | 15.00 | 600.00 | | 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.616 | MILE | 6,000.00 | 3,696.00 | 5,032.47 | 3,100.00 | 7,500.00 | 4,620.00 | 6,500.00 | 4,004.00 | | 0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.035 | MILE | 2,100.00 | 73.50 | 2,114.29 | 74.00 | 2,500.00 | 87.50 | 20,000.00 | 700.00 | | 0045 | 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 | 25,000.00 | 25,000.00 | | 0046 | 804-01-00400 | Precast Concrete Piles (18") | 1,632 | LNFT | 96.00 | 156,672.00 | 140.00 | 228,480.00 | 125.00 | 204,000.00 | 110.00 | 179,520.00 | | 0047 | 805-01-00100 | Class A1 Concrete (Slab Span) | 210.91 | CUYD | 930.00 | 196,146.30 | 1,350.00 | 284,728.50 | 1,350.00 | 284,728.50 | 1,050.00 | 221,455.50 | | 0048 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 58.4 | CUYD | 1,500.00 | 87,600.00 | 1,900.00 | 110,960.00 | 1,350.00 | 78,840.00 | 1,950.00 | 113,880.00 | | 0049 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,921 | SQFT | 2.00 | 3,842.00 | 1.25 | 2,401.25 | 2.00 | 3,842.00 | 1.00 | 1,921.00 | | 0050 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,921 | SQFT | 2.00 | 3,842.00 | 1.17 | 2,247.57 | 2.00 | 3,842.00 | 1.50 | 2,881.50 | | 0051 | 806-01-00100 | Deformed Reinforcing Steel | 49,645 | LB | 1.20 | 59,574.00 | 1.30 | 64,538.50 | 1.50 | 74,467.50 | 1.25 | 62,056.25 | | 0052 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 280 | LNFT | 129.00 | 36,120.00 | 130.00 | 36,400.00 | 165.00 | 46,200.00 | 140.00 | 39,200.00 | | 0053 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 2,400 | SQFT | 85.00 | 204,000.00 | 64.00 | 153,600.00 | 77.00 | 184,800.00 | 55.00 | 132,000.00 | | 0054 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 161 | SFIN | 115.00 | 18,515.00 | 65.00 | 10,465.00 | 75.00 | 12,075.00 | 95.00 | 15,295.00 | | 0055 | 815-03-00300 | Joint Seal (Poured) | 240 | LNFT | 16.00 | 3,840.00 | 20.00 | 4,800.00 | 10.00 | 2,400.00 | 9.00 | 2,160.00 | | 0056 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 180 | LNFT | 3.00 | 540.00 | 10.00 | 1,800.00 | 15.00 | 2,700.00 | 4.00 | 720.00 | | 0057 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 300 | LNFT | 4.00 | 1,200.00 | 3.00 | 900.00 | 5.00 | 1,500.00 | 4.00 | 1,200.00 | | 0058 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 286 | INLF | 5.00 | 1,430.00 | 2.00 | 572.00 | 5.00 | 1,430.00 | 2.00 | 572.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,333,110.85 | | 1,552,221.26 | | 1,583,518.90 | | 1,694,194.75 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
C W & W Contractors, Inc. | - 6 -
Diamond B Construction Co., L.L.C. | - 7 -
JB JAMES CONSTRUCTION LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1.43 | LUMP | 35,700.00 | 35,700.00 | 60,000.00 | 60,000.00 | 395,000.00 | 395,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 54,000.00 | 54,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | | 0003 | 202-02-04501 | Removal of Bridge Str. No. 05318311400931 (Sta. 107+49.88; 116' x 27.3' TTRES) | 3,167 | LUMP | 21,400.00 | 21,400.00 | 35,000.00 | 35,000.00 | 290,000.00 | 290,000.00 | | 0004 | 202-02-12000 | Removal of Fence | 364 | LNFT | 8.00 | 2,912.00 | 3.00 | 1,092.00 | 5.00 | 1,820.00 | | 0005 | 202-02-14500 | Removal of Guard Rail | 589 | LNFT | 9.75 | 5,742.75 | 9.00 | 5,301.00 | 8.00 | 4,712.00 | | 0006 | 203-02-00100 | Drainage Excavation | 1,179 | CUYD | 19.00 | 22,401.00 | 20.00 | 23,580.00 | 20.00 | 23,580.00 | | 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 53,800.00 | 53,800.00 | 55,000.00 | 55,000.00 | 70,000.00 | 70,000.00 | | 0008 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 7 | EACH | 750.00 | 5,250.00 | 500.00 | 3,500.00 | 500.00 | 3,500.00 | | 0009 | 204-06-00100 | Temporary Silt Fencing | 1,700 | LNFT | 3.50 | 5,950.00 | 2.50 | 4,250.00 | 3.00 | 5,100.00 | | 0010 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | 2,451 | SQYD | 30.50 | 74,755.50 | 35.00 | 85,785.00 | 30.00 | 73,530.00 | | 0011 | 304-01-00100 | Lime | 15.55 | TON | 290.00 | 4,509.50 | 250.00 | 3,887.50 | 220.00 | 3,421.00 | | 0012 | 304-05-00100 | Lime Treatment (Type E) | 1,097 | SQYD | 6.00 | 6,582.00 | 7.75 | 8,501.75 | 9.00 | 9,873.00 | | 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | CUYD | 150.00 | 900.00 | 250.00 | 1,500.00 | 130.00 | 780.00 | | 0014 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 50 | CUYD | 150.00 | 7,500.00 | 75.00 | 3,750.00 | 120.00 | 6,000.00 | | 0015 | 502-01-00100 | Asphalt Concrete | 416.4 | TON | 275.00 | 114,510.00 | 145.00 | 60,378.00 | 145.00 | 60,378.00 | | 0016 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 59.8 | TON | 275.00 | 16,445.00 | 360.00 | 21,528.00 | 360.00 | 21,528.00 | | 0017 | 509-01-00100 | Milling Asphalt Pavement | 2,669 | SQYD | 10.00 | 26,690.00 | 5.50 | 14,679.50 | 5.50 | 14,679.50 | | 0018 | 510-01-00255 | Pavement Patching (15 inch Minimum Thickness) | 76 | SQYD | 208.00 | 15,808.00 | 240.00 | 18,240.00 | 240.00 | 18,240.00 | | 0019 | 701-05-01084 | Side Drain Pipe (30" RCP/RPVCP/CPEPDW) | 32 | LNFT | 254.50 | 8,144.00 | 200.00 | 6,400.00 | 140.00 | 4,480.00 | | 0020 | 701-05-02141 | Side Drain Pipe (Erosion) (48" RPVCP/CPEPDW/CMP) | 80 | LNFT | 260.00 | 20,800.00 | 170.00 | 13,600.00 | 210.00 | 16,800.00 | | 0021 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 80 | LNFT | 50.00 | 4,000.00 | 6.00 | 480.00 | 4.00 | 320.00 | | 0022 | 702-08-00200 | Side Drain Safety End (Type 2) | 1 | EACH | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | | 0023 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 175 | LNFT | 38.00 | 6,650.00 | 27.00 | 4,725.00 | 23.00 | 4,025.00 | | 0024 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 110.00 | 11,000.00 | 100.00 | 10,000.00 | 91.00 | 9,100.00 | | 0025 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 5,500.00 | 22,000.00 | 3,500.00 | 14,000.00 | 3,000.00 | 12,000.00 | | 0026 | 705-01-00100 | Barbed Wire Fence | 244 | LNFT | 10.50 | 2,562.00 | 14.00 | 3,416.00 | 11.00 | 2,684.00 | | 0027 | 708-01-00100 | Right-of-Way Monument | 8 | EACH | 350.00 | 2,800.00 | 275.00 | 2,200.00 | 200.00 | 1,600.00 | | 0028 | 708-02-00100 | Right-of-Way Monument Witness Post | 8 | EACH | 350.00 | 2,800.00 | 50.00 | 400.00 | 200.00 | 1,600.00 | | 0029 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 878 | SQYD | 73.50 | 64,533.00 | 85.00 | 74,630.00 | 85.00 | 74,630.00 | | 0030 | 711-04-00100 | Geotextile Fabric | 878 | SQYD | 3.00 | 2,634.00 | 5.00 | 4,390.00 | 3.00 | 2,634.00 | | 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,800.00 | 9,800.00 | 30,000.00 | 30,000.00 | 43,000.00 | 43,000.00 | | 0032 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.035 | MILE | 345.00 | 12.08 | 145.00 | 5.08 | 5,500.00 | 192.50 | | 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.616 | MILE | 920.00 | 566.72 | 1,250.00 | 770.00 | 1,200.00 | 739.20 | | 0034 | 716-01-00100 | Mulch (Vegetative) | 2.9 | TON | 1,380.00 | 4,002.00 | 1,000.00 | 2,900.00 | 900.00 | 2,610.00 | | 0035 | 717-01-00100 | Seeding | 43 | LB | 23.00 | 989.00 | 14.00 | 602.00 | 12.00 | 516.00 | | 0036 | 718-01-00100 | Fertilizer | 1,430 | LB | 1.00 | 1,430.00 | 2.00 | 2,860.00 | 2.00 | 2,860.00 | | 0037 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 200 | SQYD | 5.75 | 1,150.00 | 5.50 | 1,100.00 | 5.00 | 1,000.00 | | 0038 | 727-01-00100 | Mobilization | 1 | LUMP | 175,000.00 | 175,000.00 | 240,000.00 | 240,000.00 | 180,000.00 | 180,000.00 | | 0039 | 729-01-00100 | Sign (Type A) | 18 | SQFT | 46.00 | 828.00 | 25.00 | 450.00 | 20.00 | 360.00 | | 0040 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 150.00 | 600.00 | 95.00 | 380.00 | 75.00 | 300.00 | | 0041 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | 2 | EACH | 175.00 | 350.00 | 150.00 | 300.00 | 150.00 | 300.00 | | 0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | 40 | EACH | 23.00 | 920.00 | 9.00 | 360.00 | 8.00 | 320.00 | | 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.616 | MILE | 8,625.00 | 5,313.00 | 5,500.00 | 3,388.00 | 5,000.00 | 3,080.00 | | 0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.035 | MILE | 2,875.00 | 100.63 | 1,800.00 | 63.00 | 2,000.00 | 70.00 | | 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | | 0046 | 804-01-00400 | Precast Concrete Piles (18") | 1,632 | LNFT | 116.50 | 190,128.00 | 135.00 | 220,320.00 | 140.00 | 228,480.00 | | 0047 | 805-01-00100 | Class A1 Concrete (Slab Span) | 210.91 | CUYD | 1,202.00 | 253,513.82 | 1,275.00 | 268,910.25 | 700.00 | 147,637.00 | | 0048 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 58.4 | CUYD | 1,990.00 | 116,216.00 | 3,500.00 | 204,400.00 | 1,200.00 | 70,080.00 | | 0049 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,921 | SQFT | 5.00 | 9,605.00 | 3.50 | 6,723.50 | 1.00 | 1,921.00 | | 0050 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,921 | SQFT | 5.00 | 9,605.00 | 4.00 | 7,684.00 | 1.00 | 1,921.00 | | 0051 | 806-01-00100 | Deformed Reinforcing Steel | 49,645 | LB | 1.50 | 74,467.50 | 1.25 | 62,056.25 | 1.40 | 69,503.00 | | 0052 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 280 | LNFT | 332.50 | 93,100.00 | 200.00 | 56,000.00 | 125.00 | 35,000.00 | | 0053 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 2,400 | SQFT | 69.00 | 165,600.00 | 100.00 | 240,000.00 | 70.00 | 168,000.00 | | 0054 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 161 | SFIN | 150.00 | 24,150.00 | 195.00 | 31,395.00 | 75.00 | 12,075.00 | | 0055 | 815-03-00300 | Joint Seal (Poured) | 240 | LNFT | 197.00 | 47,280.00 | 25.00 | 6,000.00 | 20.00 | 4,800.00 | | 0056 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 180 | LNFT | 4.00 | 720.00 | 6.00 | 1,080.00 | 5.00 | 900.00 | | 0057 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 300 | LNFT | 4.00 | 1,200.00 | 6.00 | 1,800.00 | 5.00 | 1,500.00 | | 0058 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 286 | INLF | 2.00 | 572.00 | 5.00 | 1,430.00 | 5.00 | 1,430.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,839,997.50 | | 1,949,190.83 | | 2,145,609.20 |
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