Proposal:H.010815.6
Parish:Catahoula
Routes:LA 124, LA 3102, LA 3270
Description:LA 124 EXTENSION (SEGMENT 1)
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, CLASS II BASE COURSE, LIME TREATMENT, SUBGRADE TREATMENT, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$10,822,530.56
| Rank | License | Bidder | Construction Bid |
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $8,135,741.74 |
| 2 | 55950 | Brown Industrial Construction, LLC | $8,538,244.88 |
| 3 | 63897 | TL Hawk, LLC | $8,971,946.53 |
| 4 | 55505 | MERRICK, LLC | $10,746,279.29 |
| 5 | 05789 | D & J CONSTRUCTION CO., LLC | $14,603,980.42 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Diamond B Construction Co., L.L.C. | - 2 -
Brown Industrial Construction, LLC | - 3 -
TL Hawk, LLC | - 4 -
MERRICK, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 57.988 | LUMP | 122,000.00 | 122,000.00 | 512,000.00 | 512,000.00 | 280,000.00 | 280,000.00 | 150,000.00 | 150,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 13,000.00 | 13,000.00 | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 17,302.7 | SQYD | 1.75 | 30,279.73 | 1.60 | 27,684.32 | 2.75 | 47,582.43 | 5.00 | 86,513.50 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 17,302.7 | SQYD | 1.75 | 30,279.73 | 2.80 | 48,447.56 | 2.75 | 47,582.43 | 3.25 | 56,233.78 | | 0005 | 202-02-04501 | Removal of Bridge Treated Timber Trestle Bridge 97' x 23.5' (STA. 259+60.58) | 2,279.5 | LUMP | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | 19,660.00 | 19,660.00 | 30,000.00 | 30,000.00 | | 0006 | 202-02-12000 | Removal of Fence | 627 | LNFT | 11.50 | 7,210.50 | 5.50 | 3,448.50 | 7.00 | 4,389.00 | 4.80 | 3,009.60 | | 0007 | 202-02-14500 | Removal of Guard Rail | 500 | LNFT | 17.00 | 8,500.00 | 10.00 | 5,000.00 | 10.00 | 5,000.00 | 8.25 | 4,125.00 | | 0008 | 202-02-32160 | Removal of Pipe (Yard Drain) 4" & 6" PVC Irrigation Line under CL | 14,652.92 | LNFT | 2.00 | 29,305.84 | 2.00 | 29,305.84 | 13.00 | 190,487.96 | 1.70 | 24,909.96 | | 0009 | 202-02-38240 | Removal of Signs and Supports | 1 | EACH | 450.00 | 450.00 | 100.00 | 100.00 | 110.00 | 110.00 | 250.00 | 250.00 | | 0010 | 203-01-00100 | General Excavation | 46,539 | CUYD | 4.75 | 221,060.25 | 12.00 | 558,468.00 | 10.00 | 465,390.00 | 5.00 | 232,695.00 | | 0011 | 203-03-00100 | Embankment | 154,185 | CUYD | 12.75 | 1,965,858.75 | 10.75 | 1,657,488.75 | 13.25 | 2,042,951.25 | 19.60 | 3,022,026.00 | | 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 50 | EACH | 135.00 | 6,750.00 | 100.00 | 5,000.00 | 145.00 | 7,250.00 | 175.00 | 8,750.00 | | 0013 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 12 | EACH | 1,250.00 | 15,000.00 | 750.00 | 9,000.00 | 350.00 | 4,200.00 | 750.00 | 9,000.00 | | 0014 | 204-06-00100 | Temporary Silt Fencing | 35,325 | LNFT | 1.30 | 45,922.50 | 2.00 | 70,650.00 | 2.45 | 86,546.25 | 2.15 | 75,948.75 | | 0015 | 302-02-10000 | Class II Base Course (10" Thick) | 69,150.2 | SQYD | 19.55 | 1,351,886.41 | 12.00 | 829,802.40 | 12.00 | 829,802.40 | 18.30 | 1,265,448.66 | | 0016 | 304-01-00100 | Lime | 135.22 | TON | 220.00 | 29,748.40 | 230.00 | 31,100.60 | 300.00 | 40,566.00 | 290.00 | 39,213.80 | | 0017 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 9,539 | SQYD | 1.75 | 16,693.25 | 3.25 | 31,001.75 | 4.00 | 38,156.00 | 2.20 | 20,985.80 | | 0018 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 69,151 | SQYD | 9.75 | 674,222.25 | 8.25 | 570,495.75 | 16.76 | 1,158,970.76 | 15.00 | 1,037,265.00 | | 0019 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 255 | CUYD | 65.00 | 16,575.00 | 110.00 | 28,050.00 | 90.00 | 22,950.00 | 81.00 | 20,655.00 | | 0020 | 502-01-00100 | Asphalt Concrete | 12,416.8 | TON | 97.00 | 1,204,429.60 | 120.00 | 1,490,016.00 | 112.50 | 1,396,890.00 | 114.00 | 1,415,515.20 | | 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 367.9 | TON | 125.00 | 45,987.50 | 195.00 | 71,740.50 | 188.00 | 69,165.20 | 150.00 | 55,185.00 | | 0022 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 47,021 | GAL | 3.00 | 141,063.00 | 2.80 | 131,658.80 | 2.80 | 131,658.80 | 3.50 | 164,573.50 | | 0023 | 507-02-00200 | Aggregate (S2) | 69,151 | SQYD | 1.55 | 107,184.05 | 1.40 | 96,811.40 | 1.40 | 96,811.40 | 1.75 | 121,014.25 | | 0024 | 507-02-00300 | Aggregate (S3) | 69,151 | SQYD | 1.25 | 86,438.75 | 1.20 | 82,981.20 | 1.20 | 82,981.20 | 1.45 | 100,268.95 | | 0025 | 509-01-00100 | Milling Asphalt Pavement | 504 | SQYD | 18.50 | 9,324.00 | 5.00 | 2,520.00 | 25.00 | 12,600.00 | 3.00 | 1,512.00 | | 0026 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -35 | CUYD | 1.00 | -35.00 | 0.01 | -0.35 | 0.01 | -0.35 | 2.00 | -70.00 | | 0027 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 98 | LNFT | 95.00 | 9,310.00 | 180.00 | 17,640.00 | 165.00 | 16,170.00 | 150.00 | 14,700.00 | | 0028 | 701-01-01120 | Cross Drain Pipe (60" RCP) | 324 | LNFT | 275.00 | 89,100.00 | 385.00 | 124,740.00 | 350.00 | 113,400.00 | 325.00 | 105,300.00 | | 0029 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 46 | LNFT | 150.00 | 6,900.00 | 155.00 | 7,130.00 | 125.00 | 5,750.00 | 175.00 | 8,050.00 | | 0030 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 116 | LNFT | 155.00 | 17,980.00 | 200.00 | 23,200.00 | 175.00 | 20,300.00 | 188.00 | 21,808.00 | | 0031 | 701-05-01043 | Side Drain Pipe (18" RCP/RPVCP/CMP) | 26 | LNFT | 175.00 | 4,550.00 | 90.00 | 2,340.00 | 120.00 | 3,120.00 | 160.00 | 4,160.00 | | 0032 | 701-05-01062 | Side Drain Pipe (24" RCP/RPVCP/CMP) | 164 | LNFT | 80.00 | 13,120.00 | 100.00 | 16,400.00 | 80.00 | 13,120.00 | 82.00 | 13,448.00 | | 0033 | 701-05-01142 | Side Drain Pipe (48" RCP/RPVCP/CMP) | 150 | LNFT | 160.00 | 24,000.00 | 175.00 | 26,250.00 | 145.00 | 21,750.00 | 200.00 | 30,000.00 | | 0034 | 701-05-01160 | Side Drain Pipe (54" RCP/CMP) | 44 | LNFT | 220.00 | 9,680.00 | 300.00 | 13,200.00 | 175.00 | 7,700.00 | 229.00 | 10,076.00 | | 0035 | 701-05-01200 | Side Drain Pipe (72" RCP/CMP) | 128 | LNFT | 275.00 | 35,200.00 | 240.00 | 30,720.00 | 275.00 | 35,200.00 | 285.00 | 36,480.00 | | 0036 | 701-05-01220 | Side Drain Pipe (84" RCP/CMP) | 58 | LNFT | 350.00 | 20,300.00 | 290.00 | 16,820.00 | 385.00 | 22,330.00 | 400.00 | 23,200.00 | | 0037 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | 52 | LNFT | 125.00 | 6,500.00 | 82.00 | 4,264.00 | 120.00 | 6,240.00 | 110.00 | 5,720.00 | | 0038 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 1,586 | LNFT | 2.00 | 3,172.00 | 6.05 | 9,595.30 | 4.00 | 6,344.00 | 1.50 | 2,379.00 | | 0039 | 702-08-00100 | Side Drain Safety End (Type 1) | 5 | EACH | 3,750.00 | 18,750.00 | 3,600.00 | 18,000.00 | 3,500.00 | 17,500.00 | 6,500.00 | 32,500.00 | | 0040 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 750.00 | 750.00 | 515.00 | 515.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | | 0041 | 708-01-00100 | Right-of-Way Monument | 60 | EACH | 215.00 | 12,900.00 | 310.00 | 18,600.00 | 250.00 | 15,000.00 | 230.00 | 13,800.00 | | 0042 | 708-02-00100 | Right-of-Way Monument Witness Post | 60 | EACH | 215.00 | 12,900.00 | 105.00 | 6,300.00 | 150.00 | 9,000.00 | 230.00 | 13,800.00 | | 0043 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 48 | SQYD | 155.00 | 7,440.00 | 85.00 | 4,080.00 | 125.00 | 6,000.00 | 150.00 | 7,200.00 | | 0044 | 711-04-00100 | Geotextile Fabric | 10,130 | SQYD | 1.25 | 12,662.50 | 1.35 | 13,675.50 | 4.22 | 42,748.60 | 2.00 | 20,260.00 | | 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 61,500.00 | 61,500.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 85,000.00 | 85,000.00 | | 0046 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 336 | LNFT | 0.25 | 84.00 | 1.50 | 504.00 | 0.25 | 84.00 | 1.00 | 336.00 | | 0047 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.836 | MILE | 154.00 | 1,360.74 | 1.00 | 8.84 | 197.83 | 1,748.03 | 500.00 | 4,418.00 | | 0048 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 35.125 | MILE | 700.00 | 24,587.50 | 1.00 | 35.13 | 693.72 | 24,366.92 | 780.00 | 27,397.50 | | 0049 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 1,167 | EACH | 2.00 | 2,334.00 | 0.50 | 583.50 | 2.00 | 2,334.00 | 2.50 | 2,917.50 | | 0050 | 716-01-00100 | Mulch (Vegetative) | 35.5 | TON | 725.00 | 25,737.50 | 1,525.00 | 54,137.50 | 456.84 | 16,217.82 | 650.00 | 23,075.00 | | 0051 | 717-01-00100 | Seeding | 1,435 | LB | 13.00 | 18,655.00 | 5.05 | 7,246.75 | 15.82 | 22,701.70 | 14.00 | 20,090.00 | | 0052 | 718-01-00100 | Fertilizer | 47,821 | LB | 0.49 | 23,432.29 | 2.00 | 95,642.00 | 0.54 | 25,823.34 | 0.75 | 35,865.75 | | 0053 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,101 | SQYD | 1.60 | 3,361.60 | 10.20 | 21,430.20 | 1.81 | 3,802.81 | 2.80 | 5,882.80 | | 0054 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,098 | SQYD | 2.00 | 2,196.00 | 10.20 | 11,199.60 | 1.34 | 1,471.32 | 2.80 | 3,074.40 | | 0055 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 32,000.00 | 32,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 175,000.00 | 175,000.00 | | 0056 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 3.269 | MILE | 750.00 | 2,451.75 | 760.00 | 2,484.44 | 276.66 | 904.40 | 365.00 | 1,193.19 | | 0057 | 726-01-00100 | Bedding Material | 635.6 | CUYD | 130.00 | 82,628.00 | 107.00 | 68,009.20 | 110.00 | 69,916.00 | 140.00 | 88,984.00 | | 0058 | 727-01-00100 | Mobilization | 1 | LUMP | 475,000.00 | 475,000.00 | 850,000.00 | 850,000.00 | 600,000.00 | 600,000.00 | 1,000,000.00 | 1,000,000.00 | | 0059 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 43.8 | SQFT | 40.00 | 1,752.00 | 20.25 | 886.95 | 38.00 | 1,664.40 | 32.00 | 1,401.60 | | 0060 | 729-21-00100 | U-Channel Post | 14 | EACH | 200.00 | 2,800.00 | 20.25 | 283.50 | 100.00 | 1,400.00 | 144.00 | 2,016.00 | | 0061 | 731-02-00100 | Reflectorized Raised Pavement Markers | 582 | EACH | 7.00 | 4,074.00 | 10.25 | 5,965.50 | 6.50 | 3,783.00 | 8.00 | 4,656.00 | | 0062 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 119 | LNFT | 14.00 | 1,666.00 | 12.20 | 1,451.80 | 13.00 | 1,547.00 | 17.00 | 2,023.00 | | 0063 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 8.518 | MILE | 4,200.00 | 35,775.60 | 3,750.00 | 31,942.50 | 3,849.96 | 32,793.96 | 4,500.00 | 38,331.00 | | 0064 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.209 | MILE | 955.00 | 2,109.60 | 1,200.00 | 2,650.80 | 950.43 | 2,099.50 | 1,200.00 | 2,650.80 | | 0065 | 735-01-00100 | Mailboxes | 2 | EACH | 1.00 | 2.00 | 105.00 | 210.00 | 10.00 | 20.00 | 32.00 | 64.00 | | 0066 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 550.00 | 1,100.00 | 52.00 | 104.00 | 150.00 | 300.00 | 200.00 | 400.00 | | 0067 | 740-01-00100 | Construction Layout | 1 | LUMP | 105,000.00 | 105,000.00 | 50,000.00 | 50,000.00 | 65,500.00 | 65,500.00 | 100,000.00 | 100,000.00 | | 0068 | 805-15-02100 | Reinforced Concrete Box Culverts (Precast) (8' x 8') | 444 | LNFT | 1,000.00 | 444,000.00 | 990.00 | 439,560.00 | 970.00 | 430,680.00 | 1,100.00 | 488,400.00 | | 0069 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall Steel: 1,425 lbs / headwall
Concrete: 20.87 cu. yds. / headwall | 4 | EACH | 65,000.00 | 260,000.00 | 32,000.00 | 128,000.00 | 24,000.00 | 96,000.00 | 64,000.00 | 256,000.00 | | 0070 | NS-300-00060 | Geogrid | 10,130 | SQYD | 1.50 | 15,195.00 | 1.55 | 15,701.50 | 4.50 | 45,585.00 | 2.00 | 20,260.00 | | 0071 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 1,526 | INLF | 1.05 | 1,602.30 | 1.05 | 1,602.30 | 2.00 | 3,052.00 | 3.75 | 5,722.50 | | 0072 | NS-705-00001 | Wire Mesh Fence 3-Foot Height | 627 | LNFT | 9.55 | 5,987.85 | 10.15 | 6,364.05 | 14.00 | 8,778.00 | 11.50 | 7,210.50 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 8,135,741.74 | | 8,538,244.88 | | 8,971,946.53 | | 10,746,279.29 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
D & J CONSTRUCTION CO., LLC | | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 57.988 | LUMP | 350,000.00 | 350,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 25,000.00 | 25,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 17,302.7 | SQYD | 5.00 | 86,513.50 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 17,302.7 | SQYD | 5.00 | 86,513.50 | | 0005 | 202-02-04501 | Removal of Bridge Treated Timber Trestle Bridge 97' x 23.5' (STA. 259+60.58) | 2,279.5 | LUMP | 35,000.00 | 35,000.00 | | 0006 | 202-02-12000 | Removal of Fence | 627 | LNFT | 6.00 | 3,762.00 | | 0007 | 202-02-14500 | Removal of Guard Rail | 500 | LNFT | 10.00 | 5,000.00 | | 0008 | 202-02-32160 | Removal of Pipe (Yard Drain) 4" & 6" PVC Irrigation Line under CL | 14,652.92 | LNFT | 6.00 | 87,917.52 | | 0009 | 202-02-38240 | Removal of Signs and Supports | 1 | EACH | 2,000.00 | 2,000.00 | | 0010 | 203-01-00100 | General Excavation | 46,539 | CUYD | 9.00 | 418,851.00 | | 0011 | 203-03-00100 | Embankment | 154,185 | CUYD | 36.00 | 5,550,660.00 | | 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 50 | EACH | 75.00 | 3,750.00 | | 0013 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 12 | EACH | 500.00 | 6,000.00 | | 0014 | 204-06-00100 | Temporary Silt Fencing | 35,325 | LNFT | 2.50 | 88,312.50 | | 0015 | 302-02-10000 | Class II Base Course (10" Thick) | 69,150.2 | SQYD | 22.00 | 1,521,304.40 | | 0016 | 304-01-00100 | Lime | 135.22 | TON | 300.00 | 40,566.00 | | 0017 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 9,539 | SQYD | 10.00 | 95,390.00 | | 0018 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 69,151 | SQYD | 14.00 | 968,114.00 | | 0019 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 255 | CUYD | 65.00 | 16,575.00 | | 0020 | 502-01-00100 | Asphalt Concrete | 12,416.8 | TON | 121.00 | 1,502,432.80 | | 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 367.9 | TON | 200.00 | 73,580.00 | | 0022 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 47,021 | GAL | 3.00 | 141,063.00 | | 0023 | 507-02-00200 | Aggregate (S2) | 69,151 | SQYD | 1.50 | 103,726.50 | | 0024 | 507-02-00300 | Aggregate (S3) | 69,151 | SQYD | 1.20 | 82,981.20 | | 0025 | 509-01-00100 | Milling Asphalt Pavement | 504 | SQYD | 25.00 | 12,600.00 | | 0026 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -35 | CUYD | 1.00 | -35.00 | | 0027 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 98 | LNFT | 135.00 | 13,230.00 | | 0028 | 701-01-01120 | Cross Drain Pipe (60" RCP) | 324 | LNFT | 425.00 | 137,700.00 | | 0029 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 46 | LNFT | 130.00 | 5,980.00 | | 0030 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 116 | LNFT | 145.00 | 16,820.00 | | 0031 | 701-05-01043 | Side Drain Pipe (18" RCP/RPVCP/CMP) | 26 | LNFT | 85.00 | 2,210.00 | | 0032 | 701-05-01062 | Side Drain Pipe (24" RCP/RPVCP/CMP) | 164 | LNFT | 90.00 | 14,760.00 | | 0033 | 701-05-01142 | Side Drain Pipe (48" RCP/RPVCP/CMP) | 150 | LNFT | 200.00 | 30,000.00 | | 0034 | 701-05-01160 | Side Drain Pipe (54" RCP/CMP) | 44 | LNFT | 225.00 | 9,900.00 | | 0035 | 701-05-01200 | Side Drain Pipe (72" RCP/CMP) | 128 | LNFT | 400.00 | 51,200.00 | | 0036 | 701-05-01220 | Side Drain Pipe (84" RCP/CMP) | 58 | LNFT | 700.00 | 40,600.00 | | 0037 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | 52 | LNFT | 90.00 | 4,680.00 | | 0038 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 1,586 | LNFT | 2.00 | 3,172.00 | | 0039 | 702-08-00100 | Side Drain Safety End (Type 1) | 5 | EACH | 1,600.00 | 8,000.00 | | 0040 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 800.00 | 800.00 | | 0041 | 708-01-00100 | Right-of-Way Monument | 60 | EACH | 400.00 | 24,000.00 | | 0042 | 708-02-00100 | Right-of-Way Monument Witness Post | 60 | EACH | 200.00 | 12,000.00 | | 0043 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 48 | SQYD | 100.00 | 4,800.00 | | 0044 | 711-04-00100 | Geotextile Fabric | 10,130 | SQYD | 1.50 | 15,195.00 | | 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 350,000.00 | 350,000.00 | | 0046 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 336 | LNFT | 3.00 | 1,008.00 | | 0047 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.836 | MILE | 200.00 | 1,767.20 | | 0048 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 35.125 | MILE | 800.00 | 28,100.00 | | 0049 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 1,167 | EACH | 2.00 | 2,334.00 | | 0050 | 716-01-00100 | Mulch (Vegetative) | 35.5 | TON | 750.00 | 26,625.00 | | 0051 | 717-01-00100 | Seeding | 1,435 | LB | 12.50 | 17,937.50 | | 0052 | 718-01-00100 | Fertilizer | 47,821 | LB | 0.50 | 23,910.50 | | 0053 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,101 | SQYD | 2.00 | 4,202.00 | | 0054 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,098 | SQYD | 3.00 | 3,294.00 | | 0055 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 10,000.00 | 10,000.00 | | 0056 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 3.269 | MILE | 500.00 | 1,634.50 | | 0057 | 726-01-00100 | Bedding Material | 635.6 | CUYD | 100.00 | 63,560.00 | | 0058 | 727-01-00100 | Mobilization | 1 | LUMP | 1,400,000.00 | 1,400,000.00 | | 0059 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 43.8 | SQFT | 55.00 | 2,409.00 | | 0060 | 729-21-00100 | U-Channel Post | 14 | EACH | 200.00 | 2,800.00 | | 0061 | 731-02-00100 | Reflectorized Raised Pavement Markers | 582 | EACH | 7.00 | 4,074.00 | | 0062 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 119 | LNFT | 15.00 | 1,785.00 | | 0063 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 8.518 | MILE | 4,000.00 | 34,072.00 | | 0064 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.209 | MILE | 1,000.00 | 2,209.00 | | 0065 | 735-01-00100 | Mailboxes | 2 | EACH | 10.00 | 20.00 | | 0066 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 750.00 | 1,500.00 | | 0067 | 740-01-00100 | Construction Layout | 1 | LUMP | 350,000.00 | 350,000.00 | | 0068 | 805-15-02100 | Reinforced Concrete Box Culverts (Precast) (8' x 8') | 444 | LNFT | 900.00 | 399,600.00 | | 0069 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall Steel: 1,425 lbs / headwall
Concrete: 20.87 cu. yds. / headwall | 4 | EACH | 35,000.00 | 140,000.00 | | 0070 | NS-300-00060 | Geogrid | 10,130 | SQYD | 2.00 | 20,260.00 | | 0071 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 1,526 | INLF | 1.30 | 1,983.80 | | 0072 | NS-705-00001 | Wire Mesh Fence 3-Foot Height | 627 | LNFT | 10.00 | 6,270.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 14,603,980.42 |
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