Proposal:H.014499.6
Parish:Vermilion
Routes:LA 35
Description:LA 35: LA 82 - LA 335
Type Construction:DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$1,460,038.25
| Rank | License | Bidder | Construction Bid |
| 1 | 33663 | Glenn Lege Construction LLC | $1,980,991.94 |
| 2 | 34356 | Prairie Contractors LLC | $1,989,913.07 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Glenn Lege Construction LLC | - 2 -
Prairie Contractors LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02020 | Removal of Asphalt Pavement | 997 | SQYD | 14.50 | 14,456.50 | 40.00 | 39,880.00 | | 0002 | 202-02-14500 | Removal of Guard Rail | 1,331 | LNFT | 15.10 | 20,098.10 | 15.00 | 19,965.00 | | 0003 | 202-02-32120 | Removal of Pipe (Side Drain) 30" PP | 44 | LNFT | 46.00 | 2,024.00 | 30.00 | 1,320.00 | | 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 424 | CUYD | 132.00 | 55,968.00 | 50.00 | 21,200.00 | | 0005 | 204-06-00100 | Temporary Silt Fencing | 150 | LNFT | 4.50 | 675.00 | 10.00 | 1,500.00 | | 0006 | 501-01-00100 | Thin Asphalt Concrete (Dense Mix) | 6,717.5 | TON | 110.00 | 738,925.00 | 132.00 | 886,710.00 | | 0007 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 312.4 | TON | 110.00 | 34,364.00 | 225.00 | 70,290.00 | | 0008 | 509-01-00100 | Milling Asphalt Pavement | 2,385 | SQYD | 6.70 | 15,979.50 | 14.00 | 33,390.00 | | 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -50 | CUYD | 0.10 | -5.00 | 0.01 | -0.50 | | 0010 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 388.3 | SQYD | 180.00 | 69,894.00 | 160.00 | 62,128.00 | | 0011 | 701-05-02084 | Side Drain Pipe (Erosion) (30" RPVCP/CPEPDW) | 76 | LNFT | 196.50 | 14,934.00 | 150.00 | 11,400.00 | | 0012 | 702-08-00200 | Side Drain Safety End (Type 2) | 1 | EACH | 8,700.00 | 8,700.00 | 6,500.00 | 6,500.00 | | 0013 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 75.50 | 15,100.00 | 75.00 | 15,000.00 | | 0014 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 75 | LNFT | 93.00 | 6,975.00 | 90.00 | 6,750.00 | | 0015 | 704-03-00100 | Blocked Out Guard rail | 93.75 | LNFT | 52.30 | 4,903.13 | 55.00 | 5,156.25 | | 0016 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 487.5 | LNFT | 35.50 | 17,306.25 | 35.00 | 17,062.50 | | 0017 | 704-05-00100 | Guard Rail Anchor Sections (Trailing End) | 18.75 | LNFT | 151.00 | 2,831.25 | 150.00 | 2,812.50 | | 0018 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 120.00 | 12,000.00 | 115.00 | 11,500.00 | | 0019 | 704-10-00204 | Guard Rail End Treatment, MASH, (TL-2 Tangent) | 1 | EACH | 3,900.00 | 3,900.00 | 4,000.00 | 4,000.00 | | 0020 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 6 | EACH | 4,300.00 | 25,800.00 | 4,200.00 | 25,200.00 | | 0021 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 2 | EACH | 3,485.00 | 6,970.00 | 3,750.00 | 7,500.00 | | 0022 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 60 | SQYD | 150.00 | 9,000.00 | 200.00 | 12,000.00 | | 0023 | 711-04-00100 | Geotextile Fabric | 60 | SQYD | 1.50 | 90.00 | 8.00 | 480.00 | | 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 214,005.00 | 214,005.00 | 161,000.00 | 161,000.00 | | 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.215 | MILE | 650.00 | 5,339.75 | 600.00 | 4,929.00 | | 0026 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 6.715 | MILE | 700.00 | 4,700.50 | 1.00 | 6.72 | | 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 22.104 | MILE | 1,045.35 | 23,106.42 | 1.00 | 22.10 | | 0028 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 11,000.00 | 11,000.00 | 4,000.00 | 4,000.00 | | 0029 | 724-01-00100 | Rumble Strips (Centerline) | 8.198 | MILE | 302.00 | 2,475.80 | 1,000.00 | 8,198.00 | | 0030 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 16.395 | MILE | 302.00 | 4,951.29 | 1,000.00 | 16,395.00 | | 0031 | 726-01-00100 | Bedding Material | 7.7 | CUYD | 120.00 | 924.00 | 175.00 | 1,347.50 | | 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 245,000.00 | 245,000.00 | 195,000.00 | 195,000.00 | | 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 18 | EACH | 122.00 | 2,196.00 | 115.00 | 2,070.00 | | 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,283 | EACH | 7.85 | 10,071.55 | 8.00 | 10,264.00 | | 0035 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 15 | LNFT | 40.65 | 609.75 | 40.00 | 600.00 | | 0036 | 732-01-05000 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 125 mil) | 850 | LNFT | 1.75 | 1,487.50 | 2.00 | 1,700.00 | | 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 22.104 | MILE | 5,230.00 | 115,603.92 | 5,000.00 | 110,520.00 | | 0038 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.715 | MILE | 1,400.00 | 9,401.00 | 1,400.00 | 9,401.00 | | 0039 | 732-05-00100 | Removal of Existing Markings | 8.215 | MILE | 4,065.00 | 33,393.98 | 3,000.00 | 24,645.00 | | 0040 | 735-01-00100 | Mailboxes | 62 | EACH | 2.00 | 124.00 | 25.00 | 1,550.00 | | 0041 | 735-02-00100 | Mailbox Supports (Single) | 62 | EACH | 302.00 | 18,724.00 | 245.00 | 15,190.00 | | 0042 | 737-02-00100 | Painted Traffic Striping (Broken Line) (4" Width) | 2.063 | MILE | 1,050.00 | 2,166.15 | 1,000.00 | 2,063.00 | | 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 33,215.00 | 33,215.00 | 1,000.00 | 1,000.00 | | 0044 | NS-507-00500 | Asphalt Material (Rejuvenating Scrub Seal) | 10,164 | GAL | 5.90 | 59,967.60 | 6.00 | 60,984.00 | | 0045 | NS-507-00510 | Aggregate (Rejuvenating Scrub Seal) | 29,040 | SQYD | 3.50 | 101,640.00 | 3.35 | 97,284.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,980,991.94 | | 1,989,913.07 |
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