Proposal:H.014454.6
Parish:Richland
Routes:LA 15
Description:BOEUF RIVER BRIDGE
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, PRECAST-PRESTRESSED CONCRETE GIRDER SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$7,047,979.85
| Rank | License | Bidder | Construction Bid |
| 1 | 39462 | JB JAMES CONSTRUCTION LLC | $7,209,166.62 |
| 2 | 39613 | BAKER PILE DRIVING AND SITE WORK LLC | $7,398,160.70 |
| 3 | 49239 | WL Bass Construction Inc. | $7,527,913.38 |
| 4 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $8,978,747.72 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
JB JAMES CONSTRUCTION LLC | - 2 -
BAKER PILE DRIVING AND SITE WORK LLC | - 3 -
WL Bass Construction Inc. | - 4 -
GILCHRIST CONSTRUCTION COMPANY, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing APPROX.10 ACRES | 10 | LUMP | 500,000.00 | 500,000.00 | 124,251.00 | 124,251.00 | 30,000.00 | 30,000.00 | 400,000.00 | 400,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 11,053.10 | 11,053.10 | 5,000.00 | 5,000.00 | 50,000.00 | 50,000.00 | | 0003 | 202-02-00010 | Removal of Attenuators | 4 | EACH | 650.00 | 2,600.00 | 766.36 | 3,065.44 | 3,500.00 | 14,000.00 | 1,100.00 | 4,400.00 | | 0004 | 202-02-00010 | Removal of Precast Concrete Barriers | 132 | EACH | 150.00 | 19,800.00 | 166.23 | 21,942.36 | 125.00 | 16,500.00 | 175.00 | 23,100.00 | | 0005 | 202-02-00030 | Removal of Sheet Piling | 530 | LNFT | 75.00 | 39,750.00 | 128.97 | 68,354.10 | 22.00 | 11,660.00 | 62.00 | 32,860.00 | | 0006 | 202-02-02020 | Removal of Asphalt Pavement | 14,820 | SQYD | 2.00 | 29,640.00 | 2.18 | 32,307.60 | 2.00 | 29,640.00 | 3.00 | 44,460.00 | | 0007 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 5,917.9 | SQYD | 4.00 | 23,671.60 | 6.30 | 37,282.77 | 7.50 | 44,384.25 | 5.00 | 29,589.50 | | 0008 | 202-02-04501 | Removal of Bridge (24' x 533' Steel Truss & Concrete Beam Bridge) | 12,792 | LUMP | 100,000.00 | 100,000.00 | 309,733.80 | 309,733.80 | 240,000.00 | 240,000.00 | 175,000.00 | 175,000.00 | | 0009 | 202-02-06140 | Removal of Curbs (Concrete) | 1,633.9 | LNFT | 4.00 | 6,535.60 | 5.90 | 9,640.01 | 3.50 | 5,718.65 | 4.00 | 6,535.60 | | 0010 | 202-02-12000 | Removal of Fence | 90 | LNFT | 10.00 | 900.00 | 8.74 | 786.60 | 1.50 | 135.00 | 22.00 | 1,980.00 | | 0011 | 202-02-14500 | Removal of Guard Rail | 730 | LNFT | 5.00 | 3,650.00 | 15.31 | 11,176.30 | 4.25 | 3,102.50 | 10.00 | 7,300.00 | | 0012 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" RCP | 134 | LNFT | 10.00 | 1,340.00 | 36.36 | 4,872.24 | 6.00 | 804.00 | 70.00 | 9,380.00 | | 0013 | 202-02-32120 | Removal of Pipe (Side Drain) 18" PP | 40 | LNFT | 15.00 | 600.00 | 60.22 | 2,408.80 | 11.00 | 440.00 | 30.00 | 1,200.00 | | 0014 | 202-02-32120 | Removal of Pipe (Side Drain) 18" RCP | 51 | LNFT | 15.00 | 765.00 | 47.23 | 2,408.73 | 13.00 | 663.00 | 19.00 | 969.00 | | 0015 | 202-02-32120 | Removal of Pipe (Side Drain) 24" RCP | 34 | LNFT | 25.00 | 850.00 | 36.23 | 1,231.82 | 21.00 | 714.00 | 28.00 | 952.00 | | 0016 | 202-02-32180 | Removal of Pipe Headwalls | 1 | EACH | 800.00 | 800.00 | 588.40 | 588.40 | 800.00 | 800.00 | 2,500.00 | 2,500.00 | | 0017 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 8,771 | SQYD | 8.00 | 70,168.00 | 8.25 | 72,360.75 | 8.00 | 70,168.00 | 9.00 | 78,939.00 | | 0018 | 203-01-00100 | General Excavation | 49,856 | CUYD | 5.50 | 274,208.00 | 7.24 | 360,957.44 | 7.75 | 386,384.00 | 14.00 | 697,984.00 | | 0019 | 203-02-00100 | Drainage Excavation | 8,242 | CUYD | 10.00 | 82,420.00 | 13.81 | 113,822.02 | 12.50 | 103,025.00 | 25.00 | 206,050.00 | | 0020 | 203-03-00100 | Embankment | 11,778 | CUYD | 16.00 | 188,448.00 | 22.46 | 264,533.88 | 22.50 | 265,005.00 | 31.00 | 365,118.00 | | 0021 | 203-04-00300 | Nonplastic Embankment (Stone) | 52 | CUYD | 100.00 | 5,200.00 | 89.64 | 4,661.28 | 120.00 | 6,240.00 | 250.00 | 13,000.00 | | 0022 | 203-08-00100 | Geotextile Fabric | 916 | SQYD | 3.00 | 2,748.00 | 2.56 | 2,344.96 | 3.75 | 3,435.00 | 3.00 | 2,748.00 | | 0023 | 204-02-00100 | Temporary Hay Bales | 114 | EACH | 18.00 | 2,052.00 | 27.50 | 3,135.00 | 21.00 | 2,394.00 | 30.00 | 3,420.00 | | 0024 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 8 | EACH | 175.00 | 1,400.00 | 389.23 | 3,113.84 | 200.00 | 1,600.00 | 300.00 | 2,400.00 | | 0025 | 204-06-00100 | Temporary Silt Fencing | 8,600 | LNFT | 2.00 | 17,200.00 | 2.75 | 23,650.00 | 2.00 | 17,200.00 | 2.50 | 21,500.00 | | 0026 | 204-07-00100 | Temporary Stone Construction Entrance | 2 | EACH | 5,000.00 | 10,000.00 | 1,442.85 | 2,885.70 | 12,000.00 | 24,000.00 | 5,500.00 | 11,000.00 | | 0027 | 302-02-10020 | Class II Base Course (10" Thick) (Crushed Stone) | 16,095.6 | SQYD | 26.00 | 418,485.60 | 20.60 | 331,569.36 | 40.00 | 643,824.00 | 35.00 | 563,346.00 | | 0028 | 304-01-00100 | Lime | 39.1 | TON | 250.00 | 9,775.00 | 275.00 | 10,752.50 | 295.00 | 11,534.50 | 240.00 | 9,384.00 | | 0029 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 2,482 | SQYD | 6.00 | 14,892.00 | 5.32 | 13,204.24 | 5.00 | 12,410.00 | 9.50 | 23,579.00 | | 0030 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 140 | CUYD | 100.00 | 14,000.00 | 102.94 | 14,411.60 | 82.00 | 11,480.00 | 45.00 | 6,300.00 | | 0031 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 123.5 | CUYD | 130.00 | 16,055.00 | 94.20 | 11,633.70 | 82.00 | 10,127.00 | 60.00 | 7,410.00 | | 0032 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 190.6 | CUYD | 110.00 | 20,966.00 | 77.80 | 14,828.68 | 67.00 | 12,770.20 | 50.00 | 9,530.00 | | 0033 | 502-01-00100 | Asphalt Concrete | 3,895.7 | TON | 125.00 | 486,962.50 | 157.00 | 611,624.90 | 127.00 | 494,753.90 | 115.00 | 448,005.50 | | 0034 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 856.4 | TON | 150.00 | 128,460.00 | 192.50 | 164,857.00 | 152.00 | 130,172.80 | 115.00 | 98,486.00 | | 0035 | 510-01-00001 | Pavement Patching 13.5" MINIMUM THICKNESS | 102.22 | SQYD | 166.00 | 16,968.52 | 220.00 | 22,488.40 | 187.00 | 19,115.14 | 130.00 | 13,288.60 | | 0036 | 701-02-01120 | Cross Drain Pipe Arch (60" Equiv. RCPA) | 112 | LNFT | 250.00 | 28,000.00 | 208.37 | 23,337.44 | 240.00 | 26,880.00 | 450.00 | 50,400.00 | | 0037 | 701-05-01046 | Side Drain Pipe (18" RCP/RPVCP) | 48 | LNFT | 50.00 | 2,400.00 | 61.78 | 2,965.44 | 70.00 | 3,360.00 | 189.99 | 9,119.52 | | 0038 | 701-05-02062 | Side Drain Pipe (Erosion) (24" RPVCP/CMP) DEPARTMENT FURNISHED | 132 | LNFT | 66.00 | 8,712.00 | 38.95 | 5,141.40 | 30.00 | 3,960.00 | 115.00 | 15,180.00 | | 0039 | 701-05-02122 | Side Drain Pipe (Erosion) (42" RPVCP/CMP) | 232 | LNFT | 120.00 | 27,840.00 | 131.52 | 30,512.64 | 200.00 | 46,400.00 | 325.00 | 75,400.00 | | 0040 | 701-06-00020 | Side Drain Pipe Arch (18" Equiv. RCPA) | 56 | LNFT | 66.00 | 3,696.00 | 79.88 | 4,473.28 | 70.00 | 3,920.00 | 175.00 | 9,800.00 | | 0041 | 701-06-00160 | Side Drain Pipe Arch (60" Equiv. RCPA) | 64 | LNFT | 275.00 | 17,600.00 | 248.38 | 15,896.32 | 250.00 | 16,000.00 | 350.00 | 22,400.00 | | 0042 | 701-06-00540 | Side Drain Pipe Arch (24" Equiv. CMPA) (TEMPORARY PIPE) DEPARTMENT FURNISHED | 56 | LNFT | 80.00 | 4,480.00 | 46.88 | 2,625.28 | 67.00 | 3,752.00 | 145.00 | 8,120.00 | | 0043 | 701-15-00100 | Concrete Collar | 7 | EACH | 1,200.00 | 8,400.00 | 700.87 | 4,906.09 | 2,000.00 | 14,000.00 | 2,500.00 | 17,500.00 | | 0044 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 224.5 | LNFT | 28.00 | 6,286.00 | 26.40 | 5,926.80 | 28.00 | 6,286.00 | 33.00 | 7,408.50 | | 0045 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 90.00 | 9,000.00 | 121.00 | 12,100.00 | 90.00 | 9,000.00 | 118.00 | 11,800.00 | | 0046 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 4 | EACH | 3,250.00 | 13,000.00 | 2,860.00 | 11,440.00 | 3,250.00 | 13,000.00 | 3,200.00 | 12,800.00 | | 0047 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 90 | LNFT | 20.00 | 1,800.00 | 33.00 | 2,970.00 | 27.00 | 2,430.00 | 27.00 | 2,430.00 | | 0048 | 708-01-00100 | Right-of-Way Monument | 26 | EACH | 200.00 | 5,200.00 | 275.00 | 7,150.00 | 200.00 | 5,200.00 | 210.00 | 5,460.00 | | 0049 | 708-02-00100 | Right-of-Way Monument Witness Post | 26 | EACH | 200.00 | 5,200.00 | 275.00 | 7,150.00 | 200.00 | 5,200.00 | 210.00 | 5,460.00 | | 0050 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 288 | SQYD | 75.00 | 21,600.00 | 29.46 | 8,484.48 | 77.00 | 22,176.00 | 105.00 | 30,240.00 | | 0051 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 594 | SQYD | 100.00 | 59,400.00 | 34.47 | 20,475.18 | 85.00 | 50,490.00 | 120.00 | 71,280.00 | | 0052 | 711-04-00100 | Geotextile Fabric | 882 | SQYD | 2.00 | 1,764.00 | 3.22 | 2,840.04 | 3.50 | 3,087.00 | 5.00 | 4,410.00 | | 0053 | 712-04-00100 | Flexible Revetment | 447 | SQYD | 65.00 | 29,055.00 | 70.52 | 31,522.44 | 58.00 | 25,926.00 | 98.00 | 43,806.00 | | 0054 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 60,000.00 | 60,000.00 | 46,473.20 | 46,473.20 | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 | | 0055 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.72 | MILE | 2,000.00 | 1,440.00 | 1,375.00 | 990.00 | 2,010.00 | 1,447.20 | 600.00 | 432.00 | | 0056 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.44 | MILE | 2,000.00 | 2,880.00 | 3,850.00 | 5,544.00 | 2,015.00 | 2,901.60 | 2,200.00 | 3,168.00 | | 0057 | 716-01-00100 | Mulch (Vegetative) | 16.92 | TON | 480.00 | 8,121.60 | 819.00 | 13,857.48 | 482.00 | 8,155.44 | 725.00 | 12,267.00 | | 0058 | 717-01-00100 | Seeding | 251 | LB | 15.00 | 3,765.00 | 17.53 | 4,400.03 | 16.00 | 4,016.00 | 13.00 | 3,263.00 | | 0059 | 718-01-00100 | Fertilizer | 8,389 | LB | 0.70 | 5,872.30 | 0.45 | 3,775.05 | 0.75 | 6,291.75 | 0.50 | 4,194.50 | | 0060 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 68 | SQYD | 2.00 | 136.00 | 10.00 | 680.00 | 3.00 | 204.00 | 5.50 | 374.00 | | 0061 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 204 | SQYD | 1.60 | 326.40 | 4.42 | 901.68 | 2.00 | 408.00 | 5.50 | 1,122.00 | | 0062 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 29,700.00 | 29,700.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | | 0063 | 724-01-00100 | Rumble Strips (Centerline) | 0.625 | MILE | 500.00 | 312.50 | 440.00 | 275.00 | 600.00 | 375.00 | 1,500.00 | 937.50 | | 0064 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 1.25 | MILE | 500.00 | 625.00 | 440.00 | 550.00 | 600.00 | 750.00 | 1,100.00 | 1,375.00 | | 0065 | 726-01-00100 | Bedding Material | 418.9 | CUYD | 90.00 | 37,701.00 | 115.10 | 48,215.39 | 125.00 | 52,362.50 | 165.00 | 69,118.50 | | 0066 | 727-01-00100 | Mobilization | 1 | LUMP | 700,000.00 | 700,000.00 | 680,000.00 | 680,000.00 | 752,200.00 | 752,200.00 | 890,000.00 | 890,000.00 | | 0067 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 16.5 | SQFT | 45.00 | 742.50 | 16.50 | 272.25 | 45.00 | 742.50 | 50.00 | 825.00 | | 0068 | 729-16-00200 | Object Marker Assembly (Type 2) | 6 | EACH | 95.00 | 570.00 | 110.00 | 660.00 | 95.00 | 570.00 | 80.00 | 480.00 | | 0069 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 105.00 | 420.00 | 206.25 | 825.00 | 105.00 | 420.00 | 85.00 | 340.00 | | 0070 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 1,492 | EACH | 11.00 | 16,412.00 | 13.20 | 19,694.40 | 12.00 | 17,904.00 | 12.00 | 17,904.00 | | 0071 | 731-02-00100 | Reflectorized Raised Pavement Markers | 421 | EACH | 8.00 | 3,368.00 | 11.00 | 4,631.00 | 9.00 | 3,789.00 | 9.00 | 3,789.00 | | 0072 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 115 | LNFT | 20.00 | 2,300.00 | 27.50 | 3,162.50 | 20.00 | 2,300.00 | 22.00 | 2,530.00 | | 0073 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 6.36 | MILE | 4,200.00 | 26,712.00 | 5,280.00 | 33,580.80 | 4,200.00 | 26,712.00 | 4,300.00 | 27,348.00 | | 0074 | 735-01-00100 | Mailboxes | 2 | EACH | 40.00 | 80.00 | 55.00 | 110.00 | 27.00 | 54.00 | 50.00 | 100.00 | | 0075 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 175.00 | 350.00 | 192.50 | 385.00 | 250.00 | 500.00 | 200.00 | 400.00 | | 0076 | 740-01-00100 | Construction Layout | 1 | LUMP | 54,000.00 | 54,000.00 | 86,451.25 | 86,451.25 | 94,000.00 | 94,000.00 | 170,000.00 | 170,000.00 | | 0077 | 804-01-00200 | Precast Concrete Piles (14") | 160 | LNFT | 230.00 | 36,800.00 | 210.54 | 33,686.40 | 165.00 | 26,400.00 | 100.00 | 16,000.00 | | 0078 | 804-01-00400 | Precast Concrete Piles (18") | 1,536 | LNFT | 240.00 | 368,640.00 | 129.53 | 198,958.08 | 100.00 | 153,600.00 | 120.00 | 184,320.00 | | 0079 | 804-01-00700 | Precast Concrete Piles (30") | 1,744 | LNFT | 250.00 | 436,000.00 | 296.01 | 516,241.44 | 387.00 | 674,928.00 | 240.00 | 418,560.00 | | 0080 | 804-10-00700 | Precast Concrete Indicator Piles (30") | 1 | EACH | 500,000.00 | 500,000.00 | 38,094.30 | 38,094.30 | 32,000.00 | 32,000.00 | 125,000.00 | 125,000.00 | | 0081 | 804-14-00100 | Dynamic Monitoring Assistance | 10 | EACH | 2,000.00 | 20,000.00 | 2,428.28 | 24,282.80 | 700.00 | 7,000.00 | 3,000.00 | 30,000.00 | | 0082 | 804-18-00100 | Vibration Monitoring | 36 | DAY | 800.00 | 28,800.00 | 550.00 | 19,800.00 | 250.00 | 9,000.00 | 700.00 | 25,200.00 | | 0083 | 805-01-00200 | Class A1 Concrete (Deck) | 705 | CUYD | 900.00 | 634,500.00 | 1,333.87 | 940,378.35 | 350.00 | 246,750.00 | 1,400.00 | 987,000.00 | | 0084 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 162.21 | CUYD | 1,300.00 | 210,873.00 | 1,709.00 | 277,216.89 | 350.00 | 56,773.50 | 2,500.00 | 405,525.00 | | 0085 | 805-08-01400 | Precast-Prestressed Concrete Girder (Type LG-54) | 1,990 | LNFT | 300.00 | 597,000.00 | 323.17 | 643,108.30 | 700.00 | 1,393,000.00 | 370.00 | 736,300.00 | | 0086 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 7,323 | SQFT | 1.00 | 7,323.00 | 3.11 | 22,774.53 | 1.40 | 10,252.20 | 2.00 | 14,646.00 | | 0087 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 7,323 | SQFT | 5.00 | 36,615.00 | 3.05 | 22,335.15 | 1.25 | 9,153.75 | 2.00 | 14,646.00 | | 0088 | 806-01-00100 | Deformed Reinforcing Steel | 201,218 | LB | 1.25 | 251,522.50 | 1.37 | 275,668.66 | 2.00 | 402,436.00 | 1.50 | 301,827.00 | | 0089 | 807-01-00200 | Structural Metalwork (Grade 50) | 360 | LUMP | 5,000.00 | 5,000.00 | 7,093.45 | 7,093.45 | 5,000.00 | 5,000.00 | 3,000.00 | 3,000.00 | | 0090 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 32 | LUMP | 5,000.00 | 5,000.00 | 5,993.45 | 5,993.45 | 7,000.00 | 7,000.00 | 6,500.00 | 6,500.00 | | 0091 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 1,084 | LNFT | 90.00 | 97,560.00 | 214.95 | 233,005.80 | 140.00 | 151,760.00 | 135.00 | 146,340.00 | | 0092 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,200 | SQFT | 65.00 | 208,000.00 | 54.58 | 174,656.00 | 87.00 | 278,400.00 | 110.00 | 352,000.00 | | 0093 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 219 | SFIN | 5.00 | 1,095.00 | 150.68 | 32,998.92 | 60.00 | 13,140.00 | 12.00 | 2,628.00 | | 0094 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 40 | LNFT | 400.00 | 16,000.00 | 216.07 | 8,642.80 | 285.00 | 11,400.00 | 550.00 | 22,000.00 | | 0095 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) (Department Furnished) | 80 | LNFT | 100.00 | 8,000.00 | 86.02 | 6,881.60 | 50.00 | 4,000.00 | 350.00 | 28,000.00 | | 0096 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 240 | LNFT | 5.00 | 1,200.00 | 13.28 | 3,187.20 | 7.00 | 1,680.00 | 14.00 | 3,360.00 | | 0097 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 400 | LNFT | 5.00 | 2,000.00 | 7.41 | 2,964.00 | 2.50 | 1,000.00 | 7.00 | 2,800.00 | | 0098 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | 680 | INLF | 2.00 | 1,360.00 | 7.27 | 4,943.60 | 2.75 | 1,870.00 | 5.00 | 3,400.00 | | 0099 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 4 | EACH | 7,500.00 | 30,000.00 | 8,064.95 | 32,259.80 | 15,000.00 | 60,000.00 | 10,000.00 | 40,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 7,209,166.62 | | 7,398,160.70 | | 7,527,913.38 | | 8,978,747.72 |
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