Proposal:H.013129.6
Parish:Bossier
Description:LINTON ROAD OVER BLACK BAYOU RESERVOIR
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, PRECAST CONCRETE PILES, AND RELATED WORK.
Estimated Construction Cost:$4,161,385.85
| Rank | License | Bidder | Construction Bid |
| 1 | 49239 | WL Bass Construction Inc. | $4,987,521.00 |
| 2 | 39462 | JB JAMES CONSTRUCTION LLC | $5,080,259.80 |
| 3 | 40615 | SPECIALTY TRACKHOE & DOZER SERV.INC | $5,243,230.68 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
WL Bass Construction Inc. | - 2 -
JB JAMES CONSTRUCTION LLC | - 3 -
SPECIALTY TRACKHOE & DOZER SERV.INC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 77,000.00 | 77,000.00 | 300,000.00 | 300,000.00 | 15,000.00 | 15,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,000.00 | 1,000.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | | 0003 | 202-02-00030 | Removal of BURIED WATER MAIN | 782 | LNFT | 4.00 | 3,128.00 | 5.00 | 3,910.00 | 11.25 | 8,797.50 | | 0004 | 202-02-02020 | Removal of Asphalt Pavement | 2,565.7 | SQYD | 11.85 | 30,403.55 | 9.00 | 23,091.30 | 6.75 | 17,318.48 | | 0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS 10" SOIL CEMENT, SAND/CLAY/GRAVEL | 2,565.7 | SQYD | 2.00 | 5,131.40 | 10.00 | 25,657.00 | 6.75 | 17,318.48 | | 0006 | 202-02-04501 | Removal of Bridge SLAB SPAN BRIDGE WITH TIMBER PILE | 6,378 | LUMP | 90,000.00 | 90,000.00 | 400,000.00 | 400,000.00 | 26,500.00 | 26,500.00 | | 0007 | 202-02-12020 | Removal of Fence (Chain Link) | 346 | LNFT | 1.00 | 346.00 | 8.00 | 2,768.00 | 7.80 | 2,698.80 | | 0008 | 202-02-14500 | Removal of Guard Rail | 1,551.9 | LNFT | 6.50 | 10,087.35 | 8.00 | 12,415.20 | 8.75 | 13,579.13 | | 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 232,000.00 | 232,000.00 | 130,000.00 | 130,000.00 | 275,500.00 | 275,500.00 | | 0010 | 204-02-00100 | Temporary Hay Bales | 45 | EACH | 35.00 | 1,575.00 | 25.00 | 1,125.00 | 35.00 | 1,575.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 2,438 | LNFT | 3.00 | 7,314.00 | 2.50 | 6,095.00 | 2.50 | 6,095.00 | | 0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | 7 | CUYD | 140.00 | 980.00 | 300.00 | 2,100.00 | 180.00 | 1,260.00 | | 0013 | 302-02-08020 | Class II Base Course (8" Thick) (Crushed Stone) | 4,209.5 | SQYD | 36.50 | 153,646.75 | 26.00 | 109,447.00 | 23.00 | 96,818.50 | | 0014 | 302-02-12010 | Class II Base Course (12" Thick) (Soil Cement) | 2,720.6 | SQYD | 26.00 | 70,735.60 | 18.00 | 48,970.80 | 15.00 | 40,809.00 | | 0015 | 304-01-00100 | Lime | 1.42 | TON | 750.00 | 1,065.00 | 5,000.00 | 7,100.00 | 275.00 | 390.50 | | 0016 | 304-05-00100 | Lime Treatment (Type E) | 100 | SQYD | 8.00 | 800.00 | 23.00 | 2,300.00 | 10.00 | 1,000.00 | | 0017 | 401-01-00100 | Aggregate Surface Course (Net Section) | 4.2 | CUYD | 105.00 | 441.00 | 170.00 | 714.00 | 210.00 | 882.00 | | 0018 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 100 | CUYD | 65.00 | 6,500.00 | 120.00 | 12,000.00 | 65.00 | 6,500.00 | | 0019 | 502-01-00100 | Asphalt Concrete | 1,124.8 | TON | 135.00 | 151,848.00 | 135.00 | 151,848.00 | 135.00 | 151,848.00 | | 0020 | 701-03-01022 | Storm Drain Pipe (18" RCP/RPVCP) | 116 | LNFT | 100.00 | 11,600.00 | 120.00 | 13,920.00 | 63.00 | 7,308.00 | | 0021 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 100 | LNFT | 15.00 | 1,500.00 | 4.00 | 400.00 | 10.00 | 1,000.00 | | 0022 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 5,500.00 | 5,500.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | | 0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 85.00 | 8,500.00 | 97.00 | 9,700.00 | 85.00 | 8,500.00 | | 0024 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,500.00 | 14,000.00 | 3,300.00 | 13,200.00 | 3,400.00 | 13,600.00 | | 0025 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 650.00 | 650.00 | 650.00 | 650.00 | 1,000.00 | 1,000.00 | | 0026 | 705-06-00300 | Chain Link Fence (6-Foot Height) | 346 | LNFT | 35.00 | 12,110.00 | 35.00 | 12,110.00 | 30.00 | 10,380.00 | | 0027 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 2,085 | SQYD | 65.00 | 135,525.00 | 60.00 | 125,100.00 | 45.00 | 93,825.00 | | 0028 | 711-04-00100 | Geotextile Fabric | 2,085 | SQYD | 1.81 | 3,773.85 | 3.00 | 6,255.00 | 1.50 | 3,127.50 | | 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 40,000.00 | 40,000.00 | 55,000.00 | 55,000.00 | 10,000.00 | 10,000.00 | | 0030 | 714-01-00100 | Slab Sodding (Bermuda Grass) | 2,022 | SQYD | 6.75 | 13,648.50 | 5.50 | 11,121.00 | 6.50 | 13,143.00 | | 0031 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | 470 | SQYD | 3.50 | 1,645.00 | 2.00 | 940.00 | 3.50 | 1,645.00 | | 0032 | 726-01-00100 | Bedding Material | 10.5 | CUYD | 145.00 | 1,522.50 | 120.00 | 1,260.00 | 120.00 | 1,260.00 | | 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 490,000.00 | 490,000.00 | 500,000.00 | 500,000.00 | 415,000.00 | 415,000.00 | | 0034 | 735-01-00100 | Mailboxes | 1 | EACH | 25.00 | 25.00 | 20.00 | 20.00 | 150.00 | 150.00 | | 0035 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 150.00 | 150.00 | 350.00 | 350.00 | 175.00 | 175.00 | | 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 | | 0037 | 802-01-00202 | Structural Excavation (Type) FOOTINGS | 4,000 | CUYD | 24.00 | 96,000.00 | 30.00 | 120,000.00 | 7.00 | 28,000.00 | | 0038 | 804-01-00600 | Precast Concrete Piles (24") | 3,344 | LNFT | 170.00 | 568,480.00 | 150.00 | 501,600.00 | 242.00 | 809,248.00 | | 0039 | 804-10-00600 | Precast Concrete Indicator Piles (24") | 1 | EACH | 22,000.00 | 22,000.00 | 200,000.00 | 200,000.00 | 22,500.00 | 22,500.00 | | 0040 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 750.00 | 5,250.00 | 1,500.00 | 10,500.00 | 500.00 | 3,500.00 | | 0041 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 8,500.00 | 8,500.00 | | 0042 | 804-18-00100 | Vibration Monitoring | 20 | DAY | 250.00 | 5,000.00 | 700.00 | 14,000.00 | 2,000.00 | 40,000.00 | | 0043 | 805-01-00500 | Class A1 Concrete (Footing) | 417.76 | CUYD | 350.00 | 146,216.00 | 550.00 | 229,768.00 | 1,050.00 | 438,648.00 | | 0044 | 805-01-00600 | Class A1 Concrete (Retaining Wall) | 452.04 | CUYD | 750.00 | 339,030.00 | 1,250.00 | 565,050.00 | 1,726.00 | 780,221.04 | | 0045 | 805-12-00900 | Bridge Superstructure and Substructure 40' CLEAR ROADWAY, 90 DEG. CROSSING | 9,350 | SQFT | 150.00 | 1,402,500.00 | 80.00 | 748,000.00 | 117.50 | 1,098,625.00 | | 0046 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 11,942 | SQFT | 1.50 | 17,913.00 | 1.00 | 11,942.00 | 2.50 | 29,855.00 | | 0047 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 11,942 | SQFT | 2.00 | 23,884.00 | 5.00 | 59,710.00 | 3.00 | 35,826.00 | | 0048 | 806-01-00100 | Deformed Reinforcing Steel | 143,275 | LB | 1.50 | 214,912.50 | 1.30 | 186,257.50 | 1.05 | 150,438.75 | | 0049 | 810-01-00200 | Concrete Bridge Railing (Slotted) ON RETAINING WALLS | 1,560 | LNFT | 130.00 | 202,800.00 | 100.00 | 156,000.00 | 105.00 | 163,800.00 | | 0050 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,200 | SQFT | 90.00 | 288,000.00 | 60.00 | 192,000.00 | 93.50 | 299,200.00 | | 0051 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 173 | INLF | 8.00 | 1,384.00 | 5.00 | 865.00 | 5.00 | 865.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 4,987,521.00 | | 5,080,259.80 | | 5,243,230.68 |
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