Proposal:H.013995.6-R1
Parish:Bienville, Red River
Routes:LA 507, LA 514
Description:LA 507, LA 514, LOCAL: BAYOU AND CR BRS
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGES, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGES, AND RELATED WORK.
Estimated Construction Cost:$12,702,665.20
| Rank | License | Bidder | Construction Bid |
| 1 | 27239 | Apeck Construction, LLC | $12,546,044.18 |
| 2 | 55505 | MERRICK, LLC | $13,136,058.00 |
| 3 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $13,685,405.30 |
| 4 | 56994 | Matt L. Guinn Construction, LLC | $14,833,833.55 |
| 5 | 49239 | WL Bass Construction Inc. | $15,303,162.05 |
| 6 | 39462 | JB JAMES CONSTRUCTION LLC | $20,705,923.54 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Apeck Construction, LLC | - 2 -
MERRICK, LLC | - 3 -
GILCHRIST CONSTRUCTION COMPANY, LLC | - 4 -
Matt L. 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 | 9.8 | LUMP | 208,009.57 | 208,009.57 | 150,000.00 | 150,000.00 | 250,000.00 | 250,000.00 | 825,000.00 | 825,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 11,118.85 | 11,118.85 | 150,000.00 | 150,000.00 | 40,000.00 | 40,000.00 | 150,000.00 | 150,000.00 | | 0003 | 202-02-03030 | Removal of Pavement Structure | 7,370.7 | SQYD | 7.89 | 58,154.82 | 17.00 | 125,301.90 | 18.00 | 132,672.60 | 15.00 | 110,560.50 | | 0004 | 202-02-04501 | Removal of Bridge Bridge RN 011430 ( STA. 523+55.81; 24' x 39' COPCSS) | 936 | LUMP | 17,018.85 | 17,018.85 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 45,000.00 | 45,000.00 | | 0005 | 202-02-04501 | Removal of Bridge Bridge RN 018450 ( STA. 112+75.81; 28' x 133' COPCSS) | 3,724 | LUMP | 39,710.69 | 39,710.69 | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | 100,000.00 | 100,000.00 | | 0006 | 202-02-04501 | Removal of Bridge Bridge RN 018492 ( STA. 214+07.38; 28' x 76' COPCSS) | 2,128 | LUMP | 22,691.82 | 22,691.82 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | 65,000.00 | 65,000.00 | | 0007 | 202-02-04501 | Removal of Bridge Bridge RN 018732 ( STA. 324+48.74; 28' x 57' COPCSS) | 1,596 | LUMP | 22,691.82 | 22,691.82 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 | | 0008 | 202-02-04501 | Removal of Bridge Bridge RN 018741( STA. 412+34.42; 28' x 95' COPCSS) | 2,660 | LUMP | 22,691.82 | 22,691.82 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 | | 0009 | 202-02-12000 | Removal of Fence | 1,048 | LNFT | 12.67 | 13,278.16 | 10.00 | 10,480.00 | 4.00 | 4,192.00 | 5.00 | 5,240.00 | | 0010 | 202-02-14500 | Removal of Guard Rail | 2,253.4 | LNFT | 27.39 | 61,720.63 | 15.00 | 33,801.00 | 8.25 | 18,590.55 | 10.00 | 22,534.00 | | 0011 | 203-02-00100 | Drainage Excavation | 4,414 | CUYD | 15.17 | 66,960.38 | 35.00 | 154,490.00 | 30.00 | 132,420.00 | 33.00 | 145,662.00 | | 0012 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 327,130.65 | 327,130.65 | 525,000.00 | 525,000.00 | 650,000.00 | 650,000.00 | 680,000.00 | 680,000.00 | | 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 21 | EACH | 142.86 | 3,000.06 | 225.00 | 4,725.00 | 125.00 | 2,625.00 | 200.00 | 4,200.00 | | 0014 | 204-06-00100 | Temporary Silt Fencing | 7,455 | LNFT | 2.37 | 17,668.35 | 3.00 | 22,365.00 | 2.18 | 16,251.90 | 3.00 | 22,365.00 | | 0015 | 302-02-06030 | Class II Base Course (6" Thick) (Asphalt Concrete Base) | 1,336.5 | SQYD | 98.58 | 131,752.17 | 105.00 | 140,332.50 | 85.00 | 113,602.50 | 90.00 | 120,285.00 | | 0016 | 302-02-12060 | Class II Base Course (12" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | 7,535.4 | SQYD | 78.86 | 594,241.64 | 90.00 | 678,186.00 | 75.00 | 565,155.00 | 80.00 | 602,832.00 | | 0017 | 302-03-00100 | Base Drain Outlet | 16 | EACH | 1,721.22 | 27,539.52 | 900.00 | 14,400.00 | 2,250.00 | 36,000.00 | 1,200.00 | 19,200.00 | | 0018 | 304-01-00100 | Lime | 53.38 | TON | 397.71 | 21,229.76 | 415.00 | 22,152.70 | 450.00 | 24,021.00 | 100.00 | 5,338.00 | | 0019 | 304-05-00100 | Lime Treatment (Type E) | 3,767 | SQYD | 10.91 | 41,097.97 | 3.00 | 11,301.00 | 20.00 | 75,340.00 | 3.00 | 11,301.00 | | 0020 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 38.8 | CUYD | 318.68 | 12,364.78 | 200.00 | 7,760.00 | 165.00 | 6,402.00 | 200.00 | 7,760.00 | | 0021 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 65.4 | CUYD | 318.76 | 20,846.90 | 215.00 | 14,061.00 | 135.00 | 8,829.00 | 200.00 | 13,080.00 | | 0022 | 502-01-00100 | Asphalt Concrete | 2,614.5 | TON | 247.93 | 648,212.99 | 300.00 | 784,350.00 | 250.00 | 653,625.00 | 320.00 | 836,640.00 | | 0023 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 330.9 | TON | 308.76 | 102,168.68 | 350.00 | 115,815.00 | 550.00 | 181,995.00 | 350.00 | 115,815.00 | | 0024 | 509-01-00100 | Milling Asphalt Pavement | 2,737 | SQYD | 10.37 | 28,382.69 | 19.00 | 52,003.00 | 20.00 | 54,740.00 | 32.00 | 87,584.00 | | 0025 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -179 | CUYD | 1.32 | -236.28 | 1.00 | -179.00 | 1.00 | -179.00 | 1.00 | -179.00 | | 0026 | 510-01-00001 | Pavement Patching (14.5" MINIMUM THICKNESS) | 410 | SQYD | 271.44 | 111,290.40 | 225.00 | 92,250.00 | 250.00 | 102,500.00 | 450.00 | 184,500.00 | | 0027 | 701-05-01062 | Side Drain Pipe (24" RCP/RPVCP/CMP) | 56 | LNFT | 200.29 | 11,216.24 | 115.00 | 6,440.00 | 250.00 | 14,000.00 | 140.00 | 7,840.00 | | 0028 | 701-05-01067 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CPPPDW/CMP) | 40 | LNFT | 200.39 | 8,015.60 | 115.00 | 4,600.00 | 300.00 | 12,000.00 | 140.00 | 5,600.00 | | 0029 | 701-05-02042 | Side Drain Pipe (Erosion) (18" RPVCP/CMP) | 100 | LNFT | 146.24 | 14,624.00 | 90.00 | 9,000.00 | 230.00 | 23,000.00 | 92.00 | 9,200.00 | | 0030 | 701-05-02044 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CPPPDW/CMP) | 260 | LNFT | 144.15 | 37,479.00 | 90.00 | 23,400.00 | 200.00 | 52,000.00 | 92.00 | 23,920.00 | | 0031 | 701-05-02062 | Side Drain Pipe (Erosion) (24" RPVCP/CMP) | 120 | LNFT | 183.90 | 22,068.00 | 110.00 | 13,200.00 | 225.00 | 27,000.00 | 160.00 | 19,200.00 | | 0032 | 701-05-02066 | Side Drain Pipe (Erosion) (24" RPVCP/CPEPDW/CPPPDW/CMP) | 120 | LNFT | 169.43 | 20,331.60 | 110.00 | 13,200.00 | 225.00 | 27,000.00 | 160.00 | 19,200.00 | | 0033 | 701-05-02066 | Side Drain Pipe (Erosion) (24" RPVCP/CPEPDW/CPPPDW/CMP) | 232 | LNFT | 166.78 | 38,692.96 | 110.00 | 25,520.00 | 230.00 | 53,360.00 | 160.00 | 37,120.00 | | 0034 | 701-05-02104 | Side Drain Pipe (Erosion) (36" RPVCP/CPEPDW/CPPPDW/CPPPTW/CMP) | 120 | LNFT | 214.29 | 25,714.80 | 220.00 | 26,400.00 | 275.00 | 33,000.00 | 235.00 | 28,200.00 | | 0035 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | 64 | LNFT | 172.68 | 11,051.52 | 135.00 | 8,640.00 | 225.00 | 14,400.00 | 180.00 | 11,520.00 | | 0036 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 34 | LNFT | 188.34 | 6,403.56 | 140.00 | 4,760.00 | 375.00 | 12,750.00 | 200.00 | 6,800.00 | | 0037 | 701-06-01080 | Side Drain Pipe Arch (36" Equiv. RCPA/CMPA) | 132 | LNFT | 255.57 | 33,735.24 | 200.00 | 26,400.00 | 450.00 | 59,400.00 | 285.00 | 37,620.00 | | 0038 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 6,948.67 | 13,897.34 | 6,000.00 | 12,000.00 | 8,000.00 | 16,000.00 | 6,500.00 | 13,000.00 | | 0039 | 702-08-00100 | Side Drain Safety End (Type 1) | 1 | EACH | 6,833.77 | 6,833.77 | 7,000.00 | 7,000.00 | 14,000.00 | 14,000.00 | 6,500.00 | 6,500.00 | | 0040 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 1,331.4 | LNFT | 45.24 | 60,232.54 | 45.00 | 59,913.00 | 38.00 | 50,593.20 | 38.00 | 50,593.20 | | 0041 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 650 | LNFT | 160.72 | 104,468.00 | 175.00 | 113,750.00 | 125.00 | 81,250.00 | 155.00 | 100,750.00 | | 0042 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 2 | EACH | 4,642.90 | 9,285.80 | 5,000.00 | 10,000.00 | 4,000.00 | 8,000.00 | 4,800.00 | 9,600.00 | | 0043 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 20 | EACH | 5,119.09 | 102,381.80 | 5,400.00 | 108,000.00 | 4,000.00 | 80,000.00 | 4,800.00 | 96,000.00 | | 0044 | 705-01-00100 | Barbed Wire Fence | 509 | LNFT | 19.64 | 9,996.76 | 15.00 | 7,635.00 | 18.00 | 9,162.00 | 15.00 | 7,635.00 | | 0045 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 501 | LNFT | 19.64 | 9,839.64 | 20.00 | 10,020.00 | 18.00 | 9,018.00 | 25.00 | 12,525.00 | | 0046 | 708-01-00100 | Right-of-Way Monument | 50 | EACH | 714.29 | 35,714.50 | 750.00 | 37,500.00 | 280.00 | 14,000.00 | 500.00 | 25,000.00 | | 0047 | 708-02-00100 | Right-of-Way Monument Witness Post | 50 | EACH | 238.10 | 11,905.00 | 250.00 | 12,500.00 | 280.00 | 14,000.00 | 500.00 | 25,000.00 | | 0048 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 3,449 | SQYD | 136.91 | 472,202.59 | 130.00 | 448,370.00 | 150.00 | 517,350.00 | 125.00 | 431,125.00 | | 0049 | 711-04-00100 | Geotextile Fabric | 3,449 | SQYD | 3.98 | 13,727.02 | 3.00 | 10,347.00 | 6.20 | 21,383.80 | 6.00 | 20,694.00 | | 0050 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 136,021.29 | 136,021.29 | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | 350,000.00 | 350,000.00 | | 0051 | 713-11-00100 | Portable Changeable Message Signs | 6 | EACH | 26,748.22 | 160,489.32 | 35,000.00 | 210,000.00 | 30,000.00 | 180,000.00 | 15,000.00 | 90,000.00 | | 0052 | 716-01-00100 | Mulch (Vegetative) | 8 | TON | 1,309.53 | 10,476.24 | 1,200.00 | 9,600.00 | 1,100.00 | 8,800.00 | 1,500.00 | 12,000.00 | | 0053 | 717-01-00100 | Seeding | 162 | LB | 15.77 | 2,554.74 | 40.00 | 6,480.00 | 13.50 | 2,187.00 | 25.00 | 4,050.00 | | 0054 | 718-01-00100 | Fertilizer | 5,381 | LB | 0.89 | 4,789.09 | 0.90 | 4,842.90 | 1.00 | 5,381.00 | 1.50 | 8,071.50 | | 0055 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,765 | SQYD | 2.08 | 5,751.20 | 2.50 | 6,912.50 | 2.00 | 5,530.00 | 3.50 | 9,677.50 | | 0056 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 755 | SQYD | 2.08 | 1,570.40 | 4.00 | 3,020.00 | 2.00 | 1,510.00 | 3.50 | 2,642.50 | | 0057 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,068 | SQYD | 2.08 | 2,221.44 | 6.50 | 6,942.00 | 2.00 | 2,136.00 | 3.50 | 3,738.00 | | 0058 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 100 | SQYD | 2.08 | 208.00 | 6.50 | 650.00 | 2.00 | 200.00 | 3.50 | 350.00 | | 0059 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 122,340.23 | 122,340.23 | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 | 30,000.00 | 30,000.00 | | 0060 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 1.118 | MILE | 333.94 | 373.34 | 6,000.00 | 6,708.00 | 11,000.00 | 12,298.00 | 30,000.00 | 33,540.00 | | 0061 | 726-01-00100 | Bedding Material | 137.3 | CUYD | 170.76 | 23,445.35 | 190.00 | 26,087.00 | 215.00 | 29,519.50 | 155.00 | 21,281.50 | | 0062 | 727-01-00100 | Mobilization | 1 | LUMP | 423,975.73 | 423,975.73 | 1,250,000.00 | 1,250,000.00 | 1,360,000.00 | 1,360,000.00 | 1,450,000.00 | 1,450,000.00 | | 0063 | 729-01-00100 | Sign (Type A) | 94.4 | SQFT | 53.57 | 5,057.01 | 55.00 | 5,192.00 | 50.00 | 4,720.00 | 65.00 | 6,136.00 | | 0064 | 729-01-00103 | Sign (Type A)(Relocate) | 8 | SQFT | 23.81 | 190.48 | 25.00 | 200.00 | 22.00 | 176.00 | 40.00 | 320.00 | | 0065 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 160.72 | 3,857.28 | 175.00 | 4,200.00 | 105.00 | 2,520.00 | 300.00 | 7,200.00 | | 0066 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | 15 | EACH | 208.33 | 3,124.95 | 225.00 | 3,375.00 | 180.00 | 2,700.00 | 300.00 | 4,500.00 | | 0067 | 731-02-00100 | Reflectorized Raised Pavement Markers | 149 | EACH | 23.81 | 3,547.69 | 25.00 | 3,725.00 | 21.00 | 3,129.00 | 15.00 | 2,235.00 | | 0068 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.33 | MILE | 10,714.37 | 24,964.48 | 11,000.00 | 25,630.00 | 21,000.00 | 48,930.00 | 11,000.00 | 25,630.00 | | 0069 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.228 | MILE | 4,203.25 | 958.34 | 4,300.00 | 980.40 | 10,000.00 | 2,280.00 | 7,500.00 | 1,710.00 | | 0070 | 735-01-00100 | Mailboxes | 2 | EACH | 178.58 | 357.16 | 125.00 | 250.00 | 21.00 | 42.00 | 200.00 | 400.00 | | 0071 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 833.34 | 1,666.68 | 900.00 | 1,800.00 | 260.00 | 520.00 | 200.00 | 400.00 | | 0072 | 740-01-00100 | Construction Layout | 1 | LUMP | 129,733.58 | 129,733.58 | 150,000.00 | 150,000.00 | 250,000.00 | 250,000.00 | 190,000.00 | 190,000.00 | | 0073 | 804-01-00300 | Precast Concrete Piles (16") | 1,300 | LNFT | 213.17 | 277,121.00 | 175.00 | 227,500.00 | 192.00 | 249,600.00 | 165.00 | 214,500.00 | | 0074 | 804-01-00400 | Precast Concrete Piles (18") | 9,720 | LNFT | 240.77 | 2,340,284.40 | 180.00 | 1,749,600.00 | 205.00 | 1,992,600.00 | 195.00 | 1,895,400.00 | | 0075 | 805-01-00100 | Class A1 Concrete (Slab Span) | 831.74 | CUYD | 2,068.16 | 1,720,171.40 | 2,000.00 | 1,663,480.00 | 1,925.00 | 1,601,099.50 | 2,400.00 | 1,996,176.00 | | 0076 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 250.45 | CUYD | 3,334.18 | 835,045.38 | 3,000.00 | 751,350.00 | 3,000.00 | 751,350.00 | 3,000.00 | 751,350.00 | | 0077 | 805-12-00200 | Bridge Superstructure and Substructure (24' Roadway, 75 Degree Crossing) | 1,920 | SQFT | 224.90 | 431,808.00 | 270.00 | 518,400.00 | 125.00 | 240,000.00 | 235.00 | 451,200.00 | | 0078 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 8,137 | SQFT | 2.50 | 20,342.50 | 2.60 | 21,156.20 | 3.00 | 24,411.00 | 2.00 | 16,274.00 | | 0079 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 8,137 | SQFT | 7.14 | 58,098.18 | 3.30 | 26,852.10 | 2.75 | 22,376.75 | 2.00 | 16,274.00 | | 0080 | 806-01-00100 | Deformed Reinforcing Steel | 196,154 | LB | 1.42 | 278,538.68 | 1.75 | 343,269.50 | 1.50 | 294,231.00 | 1.65 | 323,654.10 | | 0081 | 810-01-00100 | Concrete Bridge Railing (Standard) | 80 | LNFT | 384.09 | 30,727.20 | 225.00 | 18,000.00 | 550.00 | 44,000.00 | 300.00 | 24,000.00 | | 0082 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 1,040 | LNFT | 384.45 | 399,828.00 | 250.00 | 260,000.00 | 400.00 | 416,000.00 | 300.00 | 312,000.00 | | 0083 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 80 | LNFT | 385.67 | 30,853.60 | 225.00 | 18,000.00 | 330.00 | 26,400.00 | 350.00 | 28,000.00 | | 0084 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 6,880 | SQFT | 172.62 | 1,187,625.60 | 120.00 | 825,600.00 | 140.00 | 963,200.00 | 145.00 | 997,600.00 | | 0085 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 650 | SFIN | 125.48 | 81,562.00 | 290.00 | 188,500.00 | 105.00 | 68,250.00 | 200.00 | 130,000.00 | | 0086 | 815-03-00300 | Joint Seal (Poured) | 1,112 | LNFT | 9.14 | 10,163.68 | 30.00 | 33,360.00 | 40.00 | 44,480.00 | 25.00 | 27,800.00 | | 0087 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 960 | LNFT | 3.57 | 3,427.20 | 15.00 | 14,400.00 | 20.00 | 19,200.00 | 15.00 | 14,400.00 | | 0088 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 1,280 | LNFT | 2.38 | 3,046.40 | 3.00 | 3,840.00 | 10.00 | 12,800.00 | 8.00 | 10,240.00 | | 0089 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 41,379 | INLF | 1.43 | 59,171.97 | 0.70 | 28,965.30 | 1.00 | 41,379.00 | 1.25 | 51,723.75 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 12,546,044.18 | | 13,136,058.00 | | 13,685,405.30 | | 14,833,833.55 |
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Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
WL Bass Construction Inc. | - 6 -
JB JAMES CONSTRUCTION LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 9.8 | LUMP | 330,000.00 | 330,000.00 | 750,000.00 | 750,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 12,000.00 | 12,000.00 | 350,000.00 | 350,000.00 | | 0003 | 202-02-03030 | Removal of Pavement Structure | 7,370.7 | SQYD | 6.00 | 44,224.20 | 20.00 | 147,414.00 | | 0004 | 202-02-04501 | Removal of Bridge Bridge RN 011430 ( STA. 523+55.81; 24' x 39' COPCSS) | 936 | LUMP | 90,000.00 | 90,000.00 | 30,000.00 | 30,000.00 | | 0005 | 202-02-04501 | Removal of Bridge Bridge RN 018450 ( STA. 112+75.81; 28' x 133' COPCSS) | 3,724 | LUMP | 120,000.00 | 120,000.00 | 250,000.00 | 250,000.00 | | 0006 | 202-02-04501 | Removal of Bridge Bridge RN 018492 ( STA. 214+07.38; 28' x 76' COPCSS) | 2,128 | LUMP | 130,000.00 | 130,000.00 | 80,000.00 | 80,000.00 | | 0007 | 202-02-04501 | Removal of Bridge Bridge RN 018732 ( STA. 324+48.74; 28' x 57' COPCSS) | 1,596 | LUMP | 120,000.00 | 120,000.00 | 40,000.00 | 40,000.00 | | 0008 | 202-02-04501 | Removal of Bridge Bridge RN 018741( STA. 412+34.42; 28' x 95' COPCSS) | 2,660 | LUMP | 150,000.00 | 150,000.00 | 35,000.00 | 35,000.00 | | 0009 | 202-02-12000 | Removal of Fence | 1,048 | LNFT | 2.00 | 2,096.00 | 8.00 | 8,384.00 | | 0010 | 202-02-14500 | Removal of Guard Rail | 2,253.4 | LNFT | 16.00 | 36,054.40 | 19.00 | 42,814.60 | | 0011 | 203-02-00100 | Drainage Excavation | 4,414 | CUYD | 26.00 | 114,764.00 | 25.00 | 110,350.00 | | 0012 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 954,000.00 | 954,000.00 | 800,000.00 | 800,000.00 | | 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 21 | EACH | 120.00 | 2,520.00 | 150.00 | 3,150.00 | | 0014 | 204-06-00100 | Temporary Silt Fencing | 7,455 | LNFT | 3.50 | 26,092.50 | 6.00 | 44,730.00 | | 0015 | 302-02-06030 | Class II Base Course (6" Thick) (Asphalt Concrete Base) | 1,336.5 | SQYD | 100.00 | 133,650.00 | 80.00 | 106,920.00 | | 0016 | 302-02-12060 | Class II Base Course (12" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | 7,535.4 | SQYD | 100.00 | 753,540.00 | 90.00 | 678,186.00 | | 0017 | 302-03-00100 | Base Drain Outlet | 16 | EACH | 2,800.00 | 44,800.00 | 2,000.00 | 32,000.00 | | 0018 | 304-01-00100 | Lime | 53.38 | TON | 350.00 | 18,683.00 | 500.00 | 26,690.00 | | 0019 | 304-05-00100 | Lime Treatment (Type E) | 3,767 | SQYD | 10.00 | 37,670.00 | 16.00 | 60,272.00 | | 0020 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 38.8 | CUYD | 225.00 | 8,730.00 | 450.00 | 17,460.00 | | 0021 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 65.4 | CUYD | 110.00 | 7,194.00 | 440.00 | 28,776.00 | | 0022 | 502-01-00100 | Asphalt Concrete | 2,614.5 | TON | 235.00 | 614,407.50 | 235.00 | 614,407.50 | | 0023 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 330.9 | TON | 275.00 | 90,997.50 | 275.00 | 90,997.50 | | 0024 | 509-01-00100 | Milling Asphalt Pavement | 2,737 | SQYD | 27.00 | 73,899.00 | 6.00 | 16,422.00 | | 0025 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -179 | CUYD | 1.00 | -179.00 | 0.01 | -1.79 | | 0026 | 510-01-00001 | Pavement Patching (14.5" MINIMUM THICKNESS) | 410 | SQYD | 180.00 | 73,800.00 | 177.00 | 72,570.00 | | 0027 | 701-05-01062 | Side Drain Pipe (24" RCP/RPVCP/CMP) | 56 | LNFT | 150.00 | 8,400.00 | 154.00 | 8,624.00 | | 0028 | 701-05-01067 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CPPPDW/CMP) | 40 | LNFT | 150.00 | 6,000.00 | 164.00 | 6,560.00 | | 0029 | 701-05-02042 | Side Drain Pipe (Erosion) (18" RPVCP/CMP) | 100 | LNFT | 95.00 | 9,500.00 | 86.00 | 8,600.00 | | 0030 | 701-05-02044 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CPPPDW/CMP) | 260 | LNFT | 95.00 | 24,700.00 | 86.00 | 22,360.00 | | 0031 | 701-05-02062 | Side Drain Pipe (Erosion) (24" RPVCP/CMP) | 120 | LNFT | 175.00 | 21,000.00 | 130.00 | 15,600.00 | | 0032 | 701-05-02066 | Side Drain Pipe (Erosion) (24" RPVCP/CPEPDW/CPPPDW/CMP) | 120 | LNFT | 175.00 | 21,000.00 | 130.00 | 15,600.00 | | 0033 | 701-05-02066 | Side Drain Pipe (Erosion) (24" RPVCP/CPEPDW/CPPPDW/CMP) | 232 | LNFT | 175.00 | 40,600.00 | 130.00 | 30,160.00 | | 0034 | 701-05-02104 | Side Drain Pipe (Erosion) (36" RPVCP/CPEPDW/CPPPDW/CPPPTW/CMP) | 120 | LNFT | 275.00 | 33,000.00 | 205.00 | 24,600.00 | | 0035 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | 64 | LNFT | 145.00 | 9,280.00 | 136.00 | 8,704.00 | | 0036 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 34 | LNFT | 175.00 | 5,950.00 | 204.00 | 6,936.00 | | 0037 | 701-06-01080 | Side Drain Pipe Arch (36" Equiv. RCPA/CMPA) | 132 | LNFT | 300.00 | 39,600.00 | 295.00 | 38,940.00 | | 0038 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 5,500.00 | 11,000.00 | 4,900.00 | 9,800.00 | | 0039 | 702-08-00100 | Side Drain Safety End (Type 1) | 1 | EACH | 4,500.00 | 4,500.00 | 4,400.00 | 4,400.00 | | 0040 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 1,331.4 | LNFT | 25.00 | 33,285.00 | 48.00 | 63,907.20 | | 0041 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 650 | LNFT | 95.00 | 61,750.00 | 125.00 | 81,250.00 | | 0042 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 2 | EACH | 4,000.00 | 8,000.00 | 3,900.00 | 7,800.00 | | 0043 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 20 | EACH | 4,000.00 | 80,000.00 | 3,900.00 | 78,000.00 | | 0044 | 705-01-00100 | Barbed Wire Fence | 509 | LNFT | 16.50 | 8,398.50 | 12.00 | 6,108.00 | | 0045 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 501 | LNFT | 16.50 | 8,266.50 | 16.00 | 8,016.00 | | 0046 | 708-01-00100 | Right-of-Way Monument | 50 | EACH | 800.00 | 40,000.00 | 600.00 | 30,000.00 | | 0047 | 708-02-00100 | Right-of-Way Monument Witness Post | 50 | EACH | 400.00 | 20,000.00 | 200.00 | 10,000.00 | | 0048 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 3,449 | SQYD | 150.00 | 517,350.00 | 150.00 | 517,350.00 | | 0049 | 711-04-00100 | Geotextile Fabric | 3,449 | SQYD | 5.00 | 17,245.00 | 6.00 | 20,694.00 | | 0050 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 1,000,000.00 | 1,000,000.00 | 500,000.00 | 500,000.00 | | 0051 | 713-11-00100 | Portable Changeable Message Signs | 6 | EACH | 26,000.00 | 156,000.00 | 22,000.00 | 132,000.00 | | 0052 | 716-01-00100 | Mulch (Vegetative) | 8 | TON | 1,000.00 | 8,000.00 | 900.00 | 7,200.00 | | 0053 | 717-01-00100 | Seeding | 162 | LB | 13.25 | 2,146.50 | 30.00 | 4,860.00 | | 0054 | 718-01-00100 | Fertilizer | 5,381 | LB | 0.75 | 4,035.75 | 1.00 | 5,381.00 | | 0055 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,765 | SQYD | 1.75 | 4,838.75 | 2.00 | 5,530.00 | | 0056 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 755 | SQYD | 1.75 | 1,321.25 | 3.00 | 2,265.00 | | 0057 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,068 | SQYD | 1.75 | 1,869.00 | 5.00 | 5,340.00 | | 0058 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 100 | SQYD | 4.00 | 400.00 | 5.00 | 500.00 | | 0059 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 | | 0060 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 1.118 | MILE | 400.00 | 447.20 | 1,402.50 | 1,568.00 | | 0061 | 726-01-00100 | Bedding Material | 137.3 | CUYD | 200.00 | 27,460.00 | 118.99 | 16,337.33 | | 0062 | 727-01-00100 | Mobilization | 1 | LUMP | 1,530,000.00 | 1,530,000.00 | 2,000,000.00 | 2,000,000.00 | | 0063 | 729-01-00100 | Sign (Type A) | 94.4 | SQFT | 45.00 | 4,248.00 | 35.00 | 3,304.00 | | 0064 | 729-01-00103 | Sign (Type A)(Relocate) | 8 | SQFT | 20.00 | 160.00 | 60.00 | 480.00 | | 0065 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 100.00 | 2,400.00 | 120.00 | 2,880.00 | | 0066 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | 15 | EACH | 175.00 | 2,625.00 | 100.00 | 1,500.00 | | 0067 | 731-02-00100 | Reflectorized Raised Pavement Markers | 149 | EACH | 20.00 | 2,980.00 | 25.00 | 3,725.00 | | 0068 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.33 | MILE | 9,000.00 | 20,970.00 | 6,600.00 | 15,378.00 | | 0069 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.228 | MILE | 3,500.00 | 798.00 | 2,600.00 | 592.80 | | 0070 | 735-01-00100 | Mailboxes | 2 | EACH | 1.00 | 2.00 | 30.00 | 60.00 | | 0071 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 700.00 | 1,400.00 | 200.00 | 400.00 | | 0072 | 740-01-00100 | Construction Layout | 1 | LUMP | 700,000.00 | 700,000.00 | 700,000.00 | 700,000.00 | | 0073 | 804-01-00300 | Precast Concrete Piles (16") | 1,300 | LNFT | 270.00 | 351,000.00 | 400.00 | 520,000.00 | | 0074 | 804-01-00400 | Precast Concrete Piles (18") | 9,720 | LNFT | 280.00 | 2,721,600.00 | 500.00 | 4,860,000.00 | | 0075 | 805-01-00100 | Class A1 Concrete (Slab Span) | 831.74 | CUYD | 350.00 | 291,109.00 | 3,260.00 | 2,711,472.40 | | 0076 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 250.45 | CUYD | 350.00 | 87,657.50 | 4,260.00 | 1,066,917.00 | | 0077 | 805-12-00200 | Bridge Superstructure and Substructure (24' Roadway, 75 Degree Crossing) | 1,920 | SQFT | 320.00 | 614,400.00 | 260.00 | 499,200.00 | | 0078 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 8,137 | SQFT | 4.00 | 32,548.00 | 2.00 | 16,274.00 | | 0079 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 8,137 | SQFT | 5.00 | 40,685.00 | 3.00 | 24,411.00 | | 0080 | 806-01-00100 | Deformed Reinforcing Steel | 196,154 | LB | 5.00 | 980,770.00 | 2.00 | 392,308.00 | | 0081 | 810-01-00100 | Concrete Bridge Railing (Standard) | 80 | LNFT | 475.00 | 38,000.00 | 500.00 | 40,000.00 | | 0082 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 1,040 | LNFT | 350.00 | 364,000.00 | 300.00 | 312,000.00 | | 0083 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 80 | LNFT | 400.00 | 32,000.00 | 240.00 | 19,200.00 | | 0084 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 6,880 | SQFT | 150.00 | 1,032,000.00 | 160.00 | 1,100,800.00 | | 0085 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 650 | SFIN | 200.00 | 130,000.00 | 195.00 | 126,750.00 | | 0086 | 815-03-00300 | Joint Seal (Poured) | 1,112 | LNFT | 17.00 | 18,904.00 | 40.00 | 44,480.00 | | 0087 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 960 | LNFT | 1.00 | 960.00 | 10.00 | 9,600.00 | | 0088 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 1,280 | LNFT | 1.00 | 1,280.00 | 1.00 | 1,280.00 | | 0089 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 41,379 | INLF | 1.00 | 41,379.00 | 1.00 | 41,379.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 15,303,162.05 | | 20,705,923.54 |
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