Proposal:H.013515.6
Parish:Vermilion
Routes:LA 92
Description:LA 92: PAVEMENT PRESERVATION
Type Construction:DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, IN-PLACE CEMENT TREATED SUBGRADE, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$3,486,536.92
| Rank | License | Bidder | Construction Bid |
| 1 | 33663 | Glenn Lege Construction LLC | $3,986,916.37 |
| 2 | 34356 | Prairie Contractors LLC | $4,253,839.34 |
| 3 | 51821 | Elliott Construction, LLC | $4,358,416.34 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Glenn Lege Construction LLC | - 2 -
Prairie Contractors LLC | - 3 -
Elliott Construction, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02000 | Removal of Asphalt Drives | 1,632 | SQYD | 9.61 | 15,683.52 | 10.00 | 16,320.00 | 15.00 | 24,480.00 | | 0002 | 202-02-06040 | Removal of Concrete Box Headwall 2 Barrel 6'x6' Box Culvert | 1 | EACH | 14,820.74 | 14,820.74 | 325.00 | 325.00 | 20,000.00 | 20,000.00 | | 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 450 | SQYD | 23.26 | 10,467.00 | 10.00 | 4,500.00 | 25.00 | 11,250.00 | | 0004 | 202-02-14500 | Removal of Guard Rail | 382.5 | LNFT | 9.00 | 3,442.50 | 16.00 | 6,120.00 | 10.00 | 3,825.00 | | 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) 30" RCP | 8 | LNFT | 74.00 | 592.00 | 275.00 | 2,200.00 | 60.00 | 480.00 | | 0006 | 202-02-32120 | Removal of Pipe (Side Drain) 36" CMP | 20 | LNFT | 74.00 | 1,480.00 | 175.00 | 3,500.00 | 60.00 | 1,200.00 | | 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 923 | CUYD | 25.00 | 23,075.00 | 55.00 | 50,765.00 | 25.00 | 23,075.00 | | 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 34 | EACH | 256.29 | 8,713.86 | 150.00 | 5,100.00 | 160.00 | 5,440.00 | | 0009 | 303-01-00200 | In-Place Cement Stabilized Base Course (8-1/2" Thick) | 45,594 | SQYD | 10.00 | 455,940.00 | 9.25 | 421,744.50 | 10.00 | 455,940.00 | | 0010 | 303-02-00100 | Removal of Existing Patches | 4,092 | SQYD | 30.03 | 122,882.76 | 1.00 | 4,092.00 | 5.00 | 20,460.00 | | 0011 | 304-01-00100 | Lime | 224.53 | TON | 260.00 | 58,377.80 | 280.00 | 62,868.40 | 255.00 | 57,255.15 | | 0012 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 23,760 | SQYD | 5.30 | 125,928.00 | 2.75 | 65,340.00 | 5.25 | 124,740.00 | | 0013 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | 45,594 | SQYD | 9.20 | 419,464.80 | 10.90 | 496,974.60 | 8.50 | 387,549.00 | | 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,260 | CUYD | 66.37 | 149,996.20 | 31.00 | 70,060.00 | 35.00 | 79,100.00 | | 0015 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 100 | CUYD | 110.00 | 11,000.00 | 100.00 | 10,000.00 | 50.00 | 5,000.00 | | 0016 | 502-01-00100 | Asphalt Concrete | 14,886.6 | TON | 90.00 | 1,339,794.00 | 102.00 | 1,518,433.20 | 105.00 | 1,563,093.00 | | 0017 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1,717 | TON | 102.50 | 175,992.50 | 137.00 | 235,229.00 | 135.00 | 231,795.00 | | 0018 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 29,855 | GAL | 3.17 | 94,640.35 | 3.00 | 89,565.00 | 3.50 | 104,492.50 | | 0019 | 507-02-00200 | Aggregate (S2) | 43,905 | SQYD | 1.08 | 47,417.40 | 1.30 | 57,076.50 | 1.50 | 65,857.50 | | 0020 | 507-02-00300 | Aggregate (S3) | 43,905 | SQYD | 0.93 | 40,831.65 | 1.10 | 48,295.50 | 1.25 | 54,881.25 | | 0021 | 509-01-00100 | Milling Asphalt Pavement | 41,018 | SQYD | 3.40 | 139,461.20 | 5.40 | 221,497.20 | 4.25 | 174,326.50 | | 0022 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -5,508 | CUYD | 0.10 | -550.80 | 0.01 | -55.08 | 0.01 | -55.08 | | 0023 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 291 | SQYD | 125.00 | 36,375.00 | 200.00 | 58,200.00 | 125.00 | 36,375.00 | | 0024 | 701-03-01062 | Storm Drain Pipe (30" RCP/RPVCP) | 8 | LNFT | 210.00 | 1,680.00 | 350.00 | 2,800.00 | 250.00 | 2,000.00 | | 0025 | 701-05-02102 | Side Drain Pipe (Erosion) (36" RPVCP/CMP) | 88 | LNFT | 260.00 | 22,880.00 | 225.00 | 19,800.00 | 175.00 | 15,400.00 | | 0026 | 701-08-00100 | Relaying Pipe 24" - 48" | 26 | LNFT | 175.00 | 4,550.00 | 375.00 | 9,750.00 | 100.00 | 2,600.00 | | 0027 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 8 | LNFT | 210.00 | 1,680.00 | 400.00 | 3,200.00 | 250.00 | 2,000.00 | | 0028 | 701-15-00100 | Concrete Collar | 7 | EACH | 585.00 | 4,095.00 | 2,000.00 | 14,000.00 | 2,500.00 | 17,500.00 | | 0029 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 111 | LNFT | 33.68 | 3,738.48 | 30.00 | 3,330.00 | 25.00 | 2,775.00 | | 0030 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 3,600.00 | 7,200.00 | 6,500.00 | 13,000.00 | 4,600.00 | 9,200.00 | | 0031 | 702-08-00200 | Side Drain Safety End (Type 2) | 1 | EACH | 7,200.00 | 7,200.00 | 8,500.00 | 8,500.00 | 12,000.00 | 12,000.00 | | 0032 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 200 | LNFT | 64.35 | 12,870.00 | 70.00 | 14,000.00 | 65.00 | 13,000.00 | | 0033 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 112.5 | LNFT | 40.65 | 4,573.13 | 35.00 | 3,937.50 | 40.00 | 4,500.00 | | 0034 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 130.09 | 13,009.00 | 100.00 | 10,000.00 | 130.00 | 13,000.00 | | 0035 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 4,355.63 | 17,422.52 | 4,000.00 | 16,000.00 | 4,325.00 | 17,300.00 | | 0036 | 706-02-00200 | Concrete Drive (6" Thick) | 420 | SQYD | 100.00 | 42,000.00 | 130.00 | 54,600.00 | 85.00 | 35,700.00 | | 0037 | 707-04-00100 | Asphalt Curb | 54 | LNFT | 219.68 | 11,862.72 | 200.00 | 10,800.00 | 150.00 | 8,100.00 | | 0038 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 53 | SQYD | 100.00 | 5,300.00 | 250.00 | 13,250.00 | 150.00 | 7,950.00 | | 0039 | 711-04-00100 | Geotextile Fabric | 53 | SQYD | 10.00 | 530.00 | 6.00 | 318.00 | 10.00 | 530.00 | | 0040 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 142,276.80 | 142,276.80 | 75,000.00 | 75,000.00 | 125,000.00 | 125,000.00 | | 0041 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 44 | LNFT | 1.16 | 51.04 | 5.00 | 220.00 | 1.00 | 44.00 | | 0042 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 11.624 | MILE | 850.00 | 9,880.40 | 700.00 | 8,136.80 | 650.00 | 7,555.60 | | 0043 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 11.624 | MILE | 987.28 | 11,476.14 | 1.00 | 11.62 | 60.00 | 697.44 | | 0044 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 23.712 | MILE | 1,451.88 | 34,426.98 | 1,500.00 | 35,568.00 | 115.00 | 2,726.88 | | 0045 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,537 | EACH | 0.62 | 952.94 | 2.20 | 3,381.40 | 2.50 | 3,842.50 | | 0046 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 11,716.00 | 11,716.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | | 0047 | 724-01-00100 | Rumble Strips (Centerline) | 2.718 | MILE | 1,742.25 | 4,735.44 | 1,200.00 | 3,261.60 | 1,500.00 | 4,077.00 | | 0048 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 5.437 | MILE | 1,742.25 | 9,472.61 | 1,200.00 | 6,524.40 | 1,500.00 | 8,155.50 | | 0049 | 724-03-00100 | Rumble Strips (Intersection) | 1 | EACH | 2,903.75 | 2,903.75 | 2,750.00 | 2,750.00 | 3,000.00 | 3,000.00 | | 0050 | 726-01-00100 | Bedding Material | 18.4 | CUYD | 81.28 | 1,495.55 | 200.00 | 3,680.00 | 100.00 | 1,840.00 | | 0051 | 727-01-00100 | Mobilization | 1 | LUMP | 161,125.75 | 161,125.75 | 265,000.00 | 265,000.00 | 400,000.00 | 400,000.00 | | 0052 | 729-16-00200 | Object Marker Assembly (Type 2) | 14 | EACH | 63.88 | 894.32 | 65.00 | 910.00 | 65.00 | 910.00 | | 0053 | 729-16-00300 | Object Marker Assembly (Type 3) | 18 | EACH | 116.15 | 2,090.70 | 110.00 | 1,980.00 | 115.00 | 2,070.00 | | 0054 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 384 | EACH | 17.42 | 6,689.28 | 18.00 | 6,912.00 | 30.00 | 11,520.00 | | 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 388 | EACH | 10.45 | 4,054.60 | 10.00 | 3,880.00 | 25.00 | 9,700.00 | | 0056 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 11 | LNFT | 23.23 | 255.53 | 25.00 | 275.00 | 90.00 | 990.00 | | 0057 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.928 | MILE | 5,807.50 | 34,426.86 | 5,500.00 | 32,604.00 | 7,500.00 | 44,460.00 | | 0058 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.906 | MILE | 2,323.00 | 6,750.64 | 2,200.00 | 6,393.20 | 4,600.00 | 13,367.60 | | 0059 | 732-04-19100 | Plastic Pavement Legends and Symbols (STOP AHEAD) | 1 | EACH | 1,742.25 | 1,742.25 | 1,700.00 | 1,700.00 | 1,150.00 | 1,150.00 | | 0060 | 732-05-00100 | Removal of Existing Markings | 0.028 | MILE | 11,615.00 | 325.22 | 15,000.00 | 420.00 | 25,000.00 | 700.00 | | 0061 | 735-01-00100 | Mailboxes | 68 | EACH | 17.42 | 1,184.56 | 15.00 | 1,020.00 | 25.00 | 1,700.00 | | 0062 | 735-02-00100 | Mailbox Supports (Single) | 77 | EACH | 226.49 | 17,439.73 | 175.00 | 13,475.00 | 225.00 | 17,325.00 | | 0063 | 739-01-00100 | Hydro-Seeding | 0.22 | ACRE | 17,422.50 | 3,832.95 | 15,000.00 | 3,300.00 | 13,500.00 | 2,970.00 | | 0064 | 740-01-00100 | Construction Layout | 1 | LUMP | 22,000.00 | 22,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | | 0065 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall Quantity of Steel = 822 LBS
Quantity of Concrete = 11.36 CUYD | 1 | EACH | 38,300.00 | 38,300.00 | 95,000.00 | 95,000.00 | 35,500.00 | 35,500.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,986,916.37 | | 4,253,839.34 | | 4,358,416.34 |
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