Proposal:H.002117.6
Parish:Lafayette
Routes:LA 700
Description:LA 700: VERMILION P/L - LA 342
Type Construction:DRAINAGE STRUCTURES, MILLING ASPHALT PAVEMENT, PAVEMENT PATCHING, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$995,707.38
| Rank | License | Bidder | Construction Bid |
| 1 | 33663 | Glenn Lege Construction Inc | $949,217.72 |
| 2 | 00481 | COASTAL BRIDGE CO., L.L.C. | $1,042,399.15 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,043,044.85 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Glenn Lege Construction Inc | - 2 -
COASTAL BRIDGE CO., L.L.C. | - 3 -
Diamond B Construction Co., L.L.C. | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02000 | Removal of Asphalt Drives | 22 | SQYD | 26.00 | 572.00 | 50.00 | 1,100.00 | 0.01 | 0.22 | | 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 102 | SQYD | 23.00 | 2,346.00 | 25.00 | 2,550.00 | 16.00 | 1,632.00 | | 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) 18" - 36" RCP | 44 | LNFT | 40.50 | 1,782.00 | 70.00 | 3,080.00 | 28.00 | 1,232.00 | | 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 165 | CUYD | 17.50 | 2,887.50 | 30.00 | 4,950.00 | 17.00 | 2,805.00 | | 0005 | 203-10-00100 | Cleaning Existing Ditches | 400 | LNFT | 6.00 | 2,400.00 | 8.00 | 3,200.00 | 10.00 | 4,000.00 | | 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 20 | EACH | 167.00 | 3,340.00 | 10.00 | 200.00 | 170.00 | 3,400.00 | | 0007 | 303-01-00200 | In-Place Cement Stabilized Base Course (8-1/2" Thick) | 19,828 | SQYD | 5.75 | 114,011.00 | 9.00 | 178,452.00 | 6.20 | 122,933.60 | | 0008 | 303-02-00100 | Removal of Existing Patches | 700 | SQYD | 1.00 | 700.00 | 5.00 | 3,500.00 | 3.00 | 2,100.00 | | 0009 | 304-01-00100 | Lime | 117 | TON | 201.00 | 23,517.00 | 250.00 | 29,250.00 | 205.00 | 23,985.00 | | 0010 | 304-05-00100 | Lime Treatment (Type E) | 9,914 | SQYD | 1.00 | 9,914.00 | 5.00 | 49,570.00 | 3.25 | 32,220.50 | | 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,113 | CUYD | 20.00 | 22,260.00 | 10.00 | 11,130.00 | 52.00 | 57,876.00 | | 0012 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 10 | CUYD | 30.00 | 300.00 | 100.00 | 1,000.00 | 70.00 | 700.00 | | 0013 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 40 | CUYD | 30.00 | 1,200.00 | 35.00 | 1,400.00 | 75.00 | 3,000.00 | | 0014 | 502-01-00100 | Asphalt Concrete | 5,378.2 | TON | 75.50 | 406,054.10 | 70.00 | 376,474.00 | 79.00 | 424,877.80 | | 0015 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 552 | TON | 90.00 | 49,680.00 | 145.00 | 80,040.00 | 138.00 | 76,176.00 | | 0016 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 12,886 | GAL | 2.66 | 34,276.76 | 2.40 | 30,926.40 | 2.45 | 31,570.70 | | 0017 | 507-02-00200 | Aggregate (S2) | 18,949 | SQYD | 1.70 | 32,213.30 | 1.55 | 29,370.95 | 1.55 | 29,370.95 | | 0018 | 507-02-00300 | Aggregate (S3) | 18,949 | SQYD | 1.50 | 28,423.50 | 1.35 | 25,581.15 | 1.40 | 26,528.60 | | 0019 | 509-01-00100 | Milling Asphalt Pavement | 16,470 | SQYD | 2.00 | 32,940.00 | 4.50 | 74,115.00 | 3.00 | 49,410.00 | | 0020 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -1,680 | CUYD | 0.10 | -168.00 | 0.01 | -16.80 | 1.00 | -1,680.00 | | 0021 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 27 | SQYD | 90.00 | 2,430.00 | 350.00 | 9,450.00 | 205.00 | 5,535.00 | | 0022 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 36 | LNFT | 221.00 | 7,956.00 | 115.00 | 4,140.00 | 195.00 | 7,020.00 | | 0023 | 701-08-00100 | Relaying Pipe | 8 | LNFT | 95.00 | 760.00 | 150.00 | 1,200.00 | 130.00 | 1,040.00 | | 0024 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 16 | LNFT | 128.00 | 2,048.00 | 120.00 | 1,920.00 | 280.00 | 4,480.00 | | 0025 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 8 | LNFT | 250.00 | 2,000.00 | 180.00 | 1,440.00 | 565.00 | 4,520.00 | | 0026 | 701-15-00100 | Concrete Collar | 5 | EACH | 300.00 | 1,500.00 | 600.00 | 3,000.00 | 985.00 | 4,925.00 | | 0027 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 36 | LNFT | 35.00 | 1,260.00 | 115.00 | 4,140.00 | 24.00 | 864.00 | | 0028 | 706-02-00200 | Concrete Drive (6" Thick) | 82 | SQYD | 75.00 | 6,150.00 | 100.00 | 8,200.00 | 115.00 | 9,430.00 | | 0029 | 712-02-00100 | Sacked Concrete Revetment | 14 | SQYD | 335.00 | 4,690.00 | 300.00 | 4,200.00 | 185.00 | 2,590.00 | | 0030 | 712-04-00100 | Flexible Revetment | 22 | SQYD | 95.00 | 2,090.00 | 125.00 | 2,750.00 | 205.00 | 4,510.00 | | 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 16,620.00 | 16,620.00 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | | 0032 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.071 | MILE | 350.00 | 1,424.85 | 400.00 | 1,628.40 | 154.00 | 626.93 | | 0033 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.342 | MILE | 280.00 | 375.76 | 250.00 | 335.50 | 1.00 | 1.34 | | 0034 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.148 | MILE | 560.00 | 82.88 | 500.00 | 74.00 | 1.00 | 0.15 | | 0035 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 705 | EACH | 2.80 | 1,974.00 | 2.50 | 1,762.50 | 2.55 | 1,797.75 | | 0036 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 4,100.00 | 4,100.00 | 5,000.00 | 5,000.00 | 5,500.00 | 5,500.00 | | 0037 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 2.7 | MILE | 345.00 | 931.50 | 400.00 | 1,080.00 | 900.00 | 2,430.00 | | 0038 | 726-01-00100 | Bedding Material | 17.6 | CUYD | 100.00 | 1,760.00 | 125.00 | 2,200.00 | 115.00 | 2,024.00 | | 0039 | 727-01-00100 | Mobilization | 1 | LUMP | 101,835.00 | 101,835.00 | 50,000.00 | 50,000.00 | 58,000.00 | 58,000.00 | | 0040 | 729-16-00200 | Object Marker Assembly (Type 2) | 14 | EACH | 61.20 | 856.80 | 55.00 | 770.00 | 80.00 | 1,120.00 | | 0041 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | EACH | 83.50 | 501.00 | 100.00 | 600.00 | 85.00 | 510.00 | | 0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | 179 | EACH | 5.60 | 1,002.40 | 5.00 | 895.00 | 5.00 | 895.00 | | 0043 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 28 | LNFT | 7.80 | 218.40 | 7.00 | 196.00 | 7.00 | 196.00 | | 0044 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.831 | MILE | 2,950.00 | 8,351.45 | 2,650.00 | 7,502.15 | 2,700.00 | 7,643.70 | | 0045 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.342 | MILE | 1,060.00 | 1,422.52 | 950.00 | 1,274.90 | 955.00 | 1,281.61 | | 0046 | 735-01-00100 | Mailboxes | 16 | EACH | 31.00 | 496.00 | 28.00 | 448.00 | 10.00 | 160.00 | | 0047 | 735-02-00100 | Mailbox Supports (Single) | 16 | EACH | 95.00 | 1,520.00 | 100.00 | 1,600.00 | 155.00 | 2,480.00 | | 0048 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,600.00 | 5,600.00 | 5,000.00 | 5,000.00 | 4,300.00 | 4,300.00 | | 0049 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 360 | INLF | 1.70 | 612.00 | 2.00 | 720.00 | 2.85 | 1,026.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 949,217.72 | | 1,042,399.15 | | 1,043,044.85 |
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