Proposal:H.014768.6-R2
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, AND RELATED WORK.
Estimated Construction Cost:$961,638.66
| Rank | License | Bidder | Construction Bid |
| 1 | 67822 | Earnest Contracting LLC | $1,065,431.80 |
| 2 | 17464 | Benton & Brown, LLC. | $1,194,117.24 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Earnest Contracting LLC | - 2 -
Benton & Brown, LLC. | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1.1 | LUMP | 50,000.00 | 50,000.00 | 9,000.00 | 9,000.00 | | 0002 | 202-02-03030 | Removal of Pavement Structure | 240.5 | SQYD | 50.00 | 12,025.00 | 60.00 | 14,430.00 | | 0003 | 202-02-14500 | Removal of Guard Rail | 377.6 | LNFT | 15.00 | 5,664.00 | 18.00 | 6,796.80 | | 0004 | 202-11-00100 | Removal and Disposal of Electrical Equipment | 1 | LUMP | 6,500.00 | 6,500.00 | 7,800.00 | 7,800.00 | | 0005 | 202-12-00100 | Removal and Storage of Light Pole (Ground Mount) Lowmast. | 11 | EACH | 4,500.00 | 49,500.00 | 5,400.00 | 59,400.00 | | 0006 | 202-13-00100 | Removal and Disposal of Light Pole Foundation Removal and Disposal of Light Pole Foundation. | 13 | EACH | 1,000.00 | 13,000.00 | 940.00 | 12,220.00 | | 0007 | 202-14-00100 | Removal and Disposal of Luminaire | 11 | EACH | 250.00 | 2,750.00 | 300.00 | 3,300.00 | | 0008 | 203-01-00100 | General Excavation | 547 | CUYD | 35.00 | 19,145.00 | 42.00 | 22,974.00 | | 0009 | 203-03-00100 | Embankment | 1,592 | CUYD | 40.00 | 63,680.00 | 54.00 | 85,968.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 2 | EACH | 100.00 | 200.00 | 300.00 | 600.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 1,691 | LNFT | 3.00 | 5,073.00 | 4.50 | 7,609.50 | | 0012 | 302-02-10000 | Class II Base Course (10" Thick) | 751.8 | SQYD | 125.00 | 93,975.00 | 150.00 | 112,770.00 | | 0013 | 304-01-00100 | Lime | 10.66 | TON | 650.00 | 6,929.00 | 720.00 | 7,675.20 | | 0014 | 304-05-00100 | Lime Treatment (Type E) | 752 | SQYD | 25.00 | 18,800.00 | 27.00 | 20,304.00 | | 0015 | 502-01-00100 | Asphalt Concrete | 828 | TON | 219.50 | 181,746.00 | 300.00 | 248,400.00 | | 0016 | 509-01-00100 | Milling Asphalt Pavement | 1,957 | SQYD | 15.00 | 29,355.00 | 25.00 | 48,925.00 | | 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -163 | CUYD | 0.10 | -16.30 | 0.01 | -1.63 | | 0018 | 511-01-00100 | Saw Cutting Asphalt Concrete Pavement | 17,415 | INLF | 2.50 | 43,537.50 | 1.50 | 26,122.50 | | 0019 | 511-02-00100 | Sawing and Sealing Longitudinal Joints in Asphalt Concrete Overlay | 1,313.43 | LNFT | 16.50 | 21,671.60 | 7.50 | 9,850.73 | | 0020 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 175 | LNFT | 42.00 | 7,350.00 | 50.00 | 8,750.00 | | 0021 | 704-05-00300 | Guard Rail Anchor Sections - 31", (Trailing End) | 19.8 | LNFT | 185.00 | 3,663.00 | 222.00 | 4,395.60 | | 0022 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 4,150.00 | 8,300.00 | 4,980.00 | 9,960.00 | | 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 85,000.00 | 85,000.00 | 105,000.00 | 105,000.00 | | 0024 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 3,328 | LNFT | 0.50 | 1,664.00 | 0.60 | 1,996.80 | | 0025 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 100 | EACH | 850.00 | 85,000.00 | 360.00 | 36,000.00 | | 0026 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.316 | MILE | 25,000.00 | 7,900.00 | 30,380.00 | 9,600.08 | | 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 105,000.00 | 105,000.00 | | 0028 | 731-02-00100 | Reflectorized Raised Pavement Markers | 75 | EACH | 30.00 | 2,250.00 | 36.00 | 2,700.00 | | 0029 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 1,482 | LNFT | 5.00 | 7,410.00 | 6.00 | 8,892.00 | | 0030 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 228 | LNFT | 40.00 | 9,120.00 | 48.00 | 10,944.00 | | 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.315 | MILE | 20,000.00 | 6,300.00 | 24,380.00 | 7,679.70 | | 0032 | 732-03-02040 | Plastic Pavement Striping (Dotted Line)(8" W)(3' L)(Thermo 90 mil) | 0.176 | MILE | 15,000.00 | 2,640.00 | 18,410.00 | 3,240.16 | | 0033 | 732-05-00100 | Removal of Existing Markings | 0.76 | MILE | 10,000.00 | 7,600.00 | 12,000.00 | 9,120.00 | | 0034 | 739-01-00100 | Hydro-Seeding | 2.02 | ACRE | 5,000.00 | 10,100.00 | 4,740.00 | 9,574.80 | | 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 88,000.00 | 88,000.00 | | 0036 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 2 | EACH | 20,000.00 | 40,000.00 | 27,000.00 | 54,000.00 | | 0037 | TS-822-09164 | Underground Junction Box (Polymer Concrete) (11"x18") | 6 | EACH | 2,100.00 | 12,600.00 | 2,520.00 | 15,120.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,065,431.80 | | 1,194,117.24 |
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