Proposal:H.014768.6-R1
Parish:Caddo
Routes:I-20
Description:I-20 DECEL LANE EXT EX 13
Type Construction:CLEARING AND GRUBBING, GRADING, CLASS II BASE COURSE, LIME TREATMENT, MILLING ASPHALT PAVEMENT, ASPHALT CONCRETE PAVEMENT, LIGHTING, AND RELATED WORK.
Estimated Construction Cost:$996,641.96
| Rank | License | Bidder | Construction Bid |
| 1 | 67594 | Traffic Commander, LLC | $1,347,285.54 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Traffic Commander, LLC | | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1.1 | LUMP | 40,000.00 | 40,000.00 | | 0002 | 202-02-03030 | Removal of Pavement Structure | 240.5 | SQYD | 60.00 | 14,430.00 | | 0003 | 202-02-14500 | Removal of Guard Rail | 377.6 | LNFT | 20.00 | 7,552.00 | | 0004 | 202-11-00100 | Removal and Disposal of Electrical Equipment | 1 | LUMP | 20,000.00 | 20,000.00 | | 0005 | 202-12-00100 | Removal and Storage of Light Pole (Ground Mount) Lowmast. | 11 | EACH | 3,500.00 | 38,500.00 | | 0006 | 202-13-00100 | Removal and Disposal of Light Pole Foundation Removal and Disposal of Light Pole Foundation. | 13 | EACH | 2,500.00 | 32,500.00 | | 0007 | 202-14-00100 | Removal and Disposal of Luminaire | 11 | EACH | 5,000.00 | 55,000.00 | | 0008 | 203-01-00100 | General Excavation | 547 | CUYD | 30.00 | 16,410.00 | | 0009 | 203-03-00100 | Embankment | 1,592 | CUYD | 30.00 | 47,760.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 95.00 | 190.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 1,691 | LNFT | 4.00 | 6,764.00 | | 0012 | 302-02-10000 | Class II Base Course (10" Thick) | 751.8 | SQYD | 150.00 | 112,770.00 | | 0013 | 304-01-00100 | Lime | 10.66 | TON | 80.00 | 852.80 | | 0014 | 304-05-00100 | Lime Treatment (Type E) | 752 | SQYD | 45.00 | 33,840.00 | | 0015 | 502-01-00100 | Asphalt Concrete | 408.1 | TON | 325.00 | 132,632.50 | | 0016 | 502-04-00100 | Asphalt Concrete (SMA) Wearing Course | 408.1 | TON | 325.00 | 132,632.50 | | 0017 | 509-01-00100 | Milling Asphalt Pavement | 1,957 | SQYD | 20.00 | 39,140.00 | | 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -163 | CUYD | 90.00 | -14,670.00 | | 0019 | 511-01-00100 | Saw Cutting Asphalt Concrete Pavement | 17,415 | INLF | 2.00 | 34,830.00 | | 0020 | 511-02-00100 | Sawing and Sealing Longitudinal Joints in Asphalt Concrete Overlay | 1,313.43 | LNFT | 18.00 | 23,641.74 | | 0021 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 175 | LNFT | 40.00 | 7,000.00 | | 0022 | 704-05-00300 | Guard Rail Anchor Sections - 31", (Trailing End) | 19.8 | LNFT | 150.00 | 2,970.00 | | 0023 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 5,000.00 | 10,000.00 | | 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 150,000.00 | 150,000.00 | | 0025 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 3,328 | LNFT | 5.00 | 16,640.00 | | 0027 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.316 | MILE | 30,000.00 | 9,480.00 | | 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 | | 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 75 | EACH | 50.00 | 3,750.00 | | 0030 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 1,482 | LNFT | 10.00 | 14,820.00 | | 0031 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 228 | LNFT | 75.00 | 17,100.00 | | 0032 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.315 | MILE | 50,000.00 | 15,750.00 | | 0033 | 732-03-02040 | Plastic Pavement Striping (Dotted Line)(8" W)(3' L)(Thermo 90 mil) | 0.176 | MILE | 50,000.00 | 8,800.00 | | 0034 | 732-05-00100 | Removal of Existing Markings | 0.76 | MILE | 25,000.00 | 19,000.00 | | 0035 | 739-01-00100 | Hydro-Seeding | 2.02 | ACRE | 10,000.00 | 20,200.00 | | 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | | 0037 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 2 | EACH | 9,500.00 | 19,000.00 | | 0038 | TS-822-09164 | Underground Junction Box (Polymer Concrete) (11"x18") | 6 | EACH | 3,000.00 | 18,000.00 | | 0039 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 100 | EACH | 1,000.00 | 100,000.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,347,285.54 |
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