Proposal:H.012917.6
Parish:Acadia
Routes:LA 754
Description:LA 754: LA 95 - ST LANDRY P/L
Type Construction:DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, IN-PLACE CEMENT STABILIZED BASE COURSE, IN-PLACE CEMENT TREATED BASE COURSE, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$1,903,253.47
| Rank | License | Bidder | Construction Bid |
| 1 | 34356 | Prairie Contractors LLC | $1,524,968.13 |
| 2 | 51821 | Elliott Construction, LLC | $1,811,708.40 |
| 3 | 33663 | Glenn Lege Construction LLC | $1,902,987.06 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $2,110,405.41 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Prairie Contractors LLC | - 2 -
Elliott Construction, LLC | - 3 -
Glenn Lege Construction LLC | - 4 -
GILCHRIST CONSTRUCTION CO. LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,500.00 | 2,500.00 | 2,000.00 | 2,000.00 | 6,625.00 | 6,625.00 | 25,000.00 | 25,000.00 | | 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 369 | SQYD | 8.00 | 2,952.00 | 15.00 | 5,535.00 | 18.00 | 6,642.00 | 40.00 | 14,760.00 | | 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) (24" - 84" CMPA) | 289 | LNFT | 30.00 | 8,670.00 | 15.00 | 4,335.00 | 31.63 | 9,141.07 | 30.00 | 8,670.00 | | 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 200 | CUYD | 35.00 | 7,000.00 | 25.00 | 5,000.00 | 12.00 | 2,400.00 | 40.00 | 8,000.00 | | 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 24 | EACH | 160.00 | 3,840.00 | 100.00 | 2,400.00 | 167.08 | 4,009.92 | 275.00 | 6,600.00 | | 0006 | 303-01-00200 | In-Place Cement Stabilized Base Course (8-1/2" Thick) | 26,540 | SQYD | 7.70 | 204,358.00 | 7.50 | 199,050.00 | 7.22 | 191,618.80 | 8.25 | 218,955.00 | | 0007 | 303-02-00100 | Removal of Existing Patches | 2,100 | SQYD | 2.65 | 5,565.00 | 10.00 | 21,000.00 | 6.00 | 12,600.00 | 3.25 | 6,825.00 | | 0008 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | 26,203 | SQYD | 7.00 | 183,421.00 | 7.75 | 203,073.25 | 10.08 | 264,126.24 | 7.50 | 196,522.50 | | 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 602 | CUYD | 25.00 | 15,050.00 | 35.00 | 21,070.00 | 55.66 | 33,507.32 | 60.00 | 36,120.00 | | 0010 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 25 | CUYD | 45.00 | 1,125.00 | 25.00 | 625.00 | 35.00 | 875.00 | 120.00 | 3,000.00 | | 0011 | 402-02-00100 | Mainline Traffic Maintenance Surfacing (Hard) | 55 | SQYD | 33.00 | 1,815.00 | 75.00 | 4,125.00 | 62.50 | 3,437.50 | 150.00 | 8,250.00 | | 0012 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 50 | CUYD | 45.00 | 2,250.00 | 25.00 | 1,250.00 | 34.00 | 1,700.00 | 90.00 | 4,500.00 | | 0013 | 502-01-00100 | Asphalt Concrete | 7,111.3 | TON | 73.00 | 519,124.90 | 96.00 | 682,684.80 | 91.00 | 647,128.30 | 100.00 | 711,130.00 | | 0014 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 829.4 | TON | 55.25 | 45,824.35 | 120.00 | 99,528.00 | 111.06 | 92,113.16 | 100.00 | 82,940.00 | | 0015 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 17,105 | GAL | 2.85 | 48,749.25 | 3.25 | 55,591.25 | 3.11 | 53,196.55 | 3.00 | 51,315.00 | | 0016 | 507-02-00200 | Aggregate (S2) | 25,155 | SQYD | 1.55 | 38,990.25 | 1.75 | 44,021.25 | 1.70 | 42,763.50 | 1.60 | 40,248.00 | | 0017 | 507-02-00300 | Aggregate (S3) | 25,155 | SQYD | 1.30 | 32,701.50 | 1.50 | 37,732.50 | 1.40 | 35,217.00 | 1.30 | 32,701.50 | | 0018 | 509-01-00100 | Milling Asphalt Pavement | 22,064 | SQYD | 2.63 | 58,028.32 | 2.50 | 55,160.00 | 2.00 | 44,128.00 | 4.00 | 88,256.00 | | 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -1,793 | CUYD | 0.01 | -17.93 | 0.01 | -17.93 | 0.10 | -179.30 | 0.10 | -179.30 | | 0020 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 111 | SQYD | 94.00 | 10,434.00 | 115.00 | 12,765.00 | 104.00 | 11,544.00 | 200.00 | 22,200.00 | | 0021 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 198 | LNFT | 160.00 | 31,680.00 | 170.00 | 33,660.00 | 172.03 | 34,061.94 | 175.00 | 34,650.00 | | 0022 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 54 | LNFT | 305.00 | 16,470.00 | 335.00 | 18,090.00 | 327.42 | 17,680.68 | 325.00 | 17,550.00 | | 0023 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 300 | LNFT | 10.00 | 3,000.00 | 10.00 | 3,000.00 | 11.10 | 3,330.00 | 11.00 | 3,300.00 | | 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 369.89 | SQYD | 77.00 | 28,481.53 | 80.00 | 29,591.20 | 61.24 | 22,652.06 | 100.00 | 36,989.00 | | 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 18,000.00 | 18,000.00 | 25,000.00 | 25,000.00 | 45,800.00 | 45,800.00 | 75,000.00 | 75,000.00 | | 0026 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 3.596 | MILE | 500.00 | 1,798.00 | 725.00 | 2,607.10 | 418.47 | 1,504.82 | 250.00 | 899.00 | | 0027 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.317 | MILE | 1.00 | 3.32 | 775.00 | 2,570.68 | 554.95 | 1,840.77 | 1.00 | 3.32 | | 0028 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 8.591 | MILE | 1.00 | 8.59 | 1,100.00 | 9,450.10 | 1,220.89 | 10,488.67 | 1.00 | 8.59 | | 0029 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 950 | EACH | 2.55 | 2,422.50 | 2.75 | 2,612.50 | 2.77 | 2,631.50 | 3.00 | 2,850.00 | | 0030 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,100.00 | 3,100.00 | 7,000.00 | 7,000.00 | 7,189.13 | 7,189.13 | 3,500.00 | 3,500.00 | | 0031 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 3.596 | MILE | 1,300.00 | 4,674.80 | 1,250.00 | 4,495.00 | 332.97 | 1,197.36 | 800.00 | 2,876.80 | | 0032 | 726-01-00100 | Bedding Material | 35.6 | CUYD | 130.00 | 4,628.00 | 100.00 | 3,560.00 | 138.74 | 4,939.14 | 135.00 | 4,806.00 | | 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 | 110,302.50 | 110,302.50 | 210,000.00 | 210,000.00 | | 0034 | 729-16-00200 | Object Marker Assembly (Type 2) | 12 | EACH | 70.00 | 840.00 | 85.00 | 1,020.00 | 72.14 | 865.68 | 80.00 | 960.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 110.00 | 440.00 | 95.00 | 380.00 | 105.44 | 421.76 | 90.00 | 360.00 | | 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 269 | EACH | 5.75 | 1,546.75 | 6.00 | 1,614.00 | 7.77 | 2,090.13 | 6.00 | 1,614.00 | | 0037 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 15 | LNFT | 15.00 | 225.00 | 14.00 | 210.00 | 27.75 | 416.25 | 14.00 | 210.00 | | 0038 | 732-01-05000 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 125 mil) | 280 | LNFT | 1.35 | 378.00 | 1.50 | 420.00 | 166.49 | 46,617.20 | 1.50 | 420.00 | | 0039 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.295 | MILE | 3,500.00 | 15,032.50 | 3,750.00 | 16,106.25 | 3,995.64 | 17,161.27 | 3,500.00 | 15,032.50 | | 0040 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.659 | MILE | 1,500.00 | 2,488.50 | 1,550.00 | 2,571.45 | 1,664.85 | 2,761.99 | 1,500.00 | 2,488.50 | | 0041 | 732-05-00100 | Removal of Existing Markings | 0.053 | MILE | 15,000.00 | 795.00 | 11,000.00 | 583.00 | 27,747.50 | 1,470.62 | 10,000.00 | 530.00 | | 0042 | 735-01-00100 | Mailboxes | 34 | EACH | 10.00 | 340.00 | 22.00 | 748.00 | 2.22 | 75.48 | 25.00 | 850.00 | | 0043 | 735-02-00100 | Mailbox Supports (Single) | 35 | EACH | 155.00 | 5,425.00 | 138.00 | 4,830.00 | 172.03 | 6,021.05 | 150.00 | 5,250.00 | | 0044 | 740-01-00100 | Construction Layout | 1 | LUMP | 100.00 | 100.00 | 5,000.00 | 5,000.00 | 6,625.00 | 6,625.00 | 23,000.00 | 23,000.00 | | 0045 | 805-15-00700 | Reinforced Concrete Box Culverts (Precast) (6' x 5') | 48 | LNFT | 830.00 | 39,840.00 | 1,200.00 | 57,600.00 | 900.00 | 43,200.00 | 900.00 | 43,200.00 | | 0046 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall (6' x 5' RCB) | 2 | EACH | 22,000.00 | 44,000.00 | 22,500.00 | 45,000.00 | 23,150.00 | 46,300.00 | 25,000.00 | 50,000.00 | | 0047 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,374 | INLF | 5.00 | 6,870.00 | 1.50 | 2,061.00 | 2.00 | 2,748.00 | 6.00 | 8,244.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,524,968.13 | | 1,811,708.40 | | 1,902,987.06 | | 2,110,405.41 |
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