Proposal:H.013080.6
Parish:Richland
Description:MCLEMORE ROAD OVER BEE BAYOU
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, ASPHALT CONCRETE OVERLAY, PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$901,199.36
| Rank | License | Bidder | Construction Bid |
| 1 | 59705 | David Temple dba Northern State Construction, LLC | $1,052,225.00 |
| 2 | 14788 | Louisiana Bridge, Inc. | $1,218,494.30 |
| 3 | 39613 | BAKER PILE DRIVING AND SITE WORK LLC | $1,332,647.31 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $1,597,996.40 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
David Temple dba Northern State Construction, LLC | - 2 -
Louisiana Bridge, Inc. | - 3 -
BAKER PILE DRIVING AND SITE WORK LLC | - 4 -
Diamond B Construction Co., L.L.C. | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 8,000.00 | 8,000.00 | 23,000.00 | 23,000.00 | 81,428.06 | 81,428.06 | 35,000.00 | 35,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 | 16,690.76 | 16,690.76 | 6,500.00 | 6,500.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 696.4 | SQYD | 5.00 | 3,482.00 | 12.00 | 8,356.80 | 7.00 | 4,874.80 | 13.50 | 9,401.40 | | 0004 | 202-02-04501 | Removal of Bridge (Sta. 105+24.47 - 24' X 76' Concrete with timber piles) | 1,824 | LUMP | 5,000.00 | 5,000.00 | 28,000.00 | 28,000.00 | 87,913.37 | 87,913.37 | 25,000.00 | 25,000.00 | | 0005 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 48 | SQYD | 5.00 | 240.00 | 42.00 | 2,016.00 | 53.17 | 2,552.16 | 65.00 | 3,120.00 | | 0006 | 203-01-00100 | General Excavation | 99 | CUYD | 10.00 | 990.00 | 35.00 | 3,465.00 | 46.91 | 4,644.09 | 60.00 | 5,940.00 | | 0007 | 203-02-00100 | Drainage Excavation | 796 | CUYD | 25.00 | 19,900.00 | 10.00 | 7,960.00 | 29.36 | 23,370.56 | 20.00 | 15,920.00 | | 0008 | 203-03-00100 | Embankment | 484 | CUYD | 15.00 | 7,260.00 | 27.00 | 13,068.00 | 40.18 | 19,447.12 | 25.00 | 12,100.00 | | 0009 | 203-04-00300 | Nonplastic Embankment (Stone) | 48 | CUYD | 50.00 | 2,400.00 | 130.00 | 6,240.00 | 128.12 | 6,149.76 | 225.00 | 10,800.00 | | 0010 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 3 | EACH | 250.00 | 750.00 | 700.00 | 2,100.00 | 715.17 | 2,145.51 | 185.00 | 555.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 1,089 | LNFT | 2.00 | 2,178.00 | 4.50 | 4,900.50 | 3.70 | 4,029.30 | 4.00 | 4,356.00 | | 0012 | 302-02-12020 | Class II Base Course (12" Thick) (Crushed Stone) | 835 | SQYD | 50.00 | 41,750.00 | 45.00 | 37,575.00 | 18.07 | 15,088.45 | 54.00 | 45,090.00 | | 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | CUYD | 100.00 | 600.00 | 180.00 | 1,080.00 | 285.22 | 1,711.32 | 250.00 | 1,500.00 | | 0014 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 20 | CUYD | 100.00 | 2,000.00 | 145.00 | 2,900.00 | 193.63 | 3,872.60 | 35.00 | 700.00 | | 0015 | 502-01-00100 | Asphalt Concrete | 156.6 | TON | 185.00 | 28,971.00 | 255.00 | 39,933.00 | 494.00 | 77,360.40 | 190.00 | 29,754.00 | | 0016 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 8.6 | TON | 200.00 | 1,720.00 | 285.00 | 2,451.00 | 472.00 | 4,059.20 | 165.00 | 1,419.00 | | 0017 | 701-05-02081 | Side Drain Pipe (Erosion) (30" RPVCP/CPEPDW/CMP) | 60 | LNFT | 60.00 | 3,600.00 | 135.00 | 8,100.00 | 87.35 | 5,241.00 | 215.00 | 12,900.00 | | 0018 | 701-05-02101 | Side Drain Pipe (Erosion) (36" RPVCP/CPEPDW/CMP) | 120 | LNFT | 75.00 | 9,000.00 | 143.00 | 17,160.00 | 98.49 | 11,818.80 | 275.00 | 33,000.00 | | 0019 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | 126 | LNFT | 60.00 | 7,560.00 | 130.00 | 16,380.00 | 89.48 | 11,274.48 | 245.00 | 30,870.00 | | 0020 | 701-06-01080 | Side Drain Pipe Arch (36" Equiv. RCPA/CMPA) | 46 | LNFT | 75.00 | 3,450.00 | 180.00 | 8,280.00 | 117.53 | 5,406.38 | 275.00 | 12,650.00 | | 0021 | 702-03-00200 | Catch Basins (CB-02) | 3 | EACH | 3,500.00 | 10,500.00 | 8,000.00 | 24,000.00 | 5,114.60 | 15,343.80 | 4,600.00 | 13,800.00 | | 0022 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 50 | LNFT | 30.00 | 1,500.00 | 34.00 | 1,700.00 | 53.41 | 2,670.50 | 33.00 | 1,650.00 | | 0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 95.00 | 9,500.00 | 108.00 | 10,800.00 | 133.51 | 13,351.00 | 110.00 | 11,000.00 | | 0024 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 4 | EACH | 3,500.00 | 14,000.00 | 4,000.00 | 16,000.00 | 4,272.40 | 17,089.60 | 4,000.00 | 16,000.00 | | 0025 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 881 | SQYD | 65.00 | 57,265.00 | 70.00 | 61,670.00 | 31.10 | 27,399.10 | 90.00 | 79,290.00 | | 0026 | 711-04-00100 | Geotextile Fabric | 881 | SQYD | 6.00 | 5,286.00 | 5.00 | 4,405.00 | 2.00 | 1,762.00 | 5.00 | 4,405.00 | | 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 | 82,667.06 | 82,667.06 | 20,000.00 | 20,000.00 | | 0028 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,500.00 | 1,350.00 | 2,000.00 | 1,800.00 | 3,367.00 | 3,030.30 | 2,200.00 | 1,980.00 | | 0029 | 717-01-00100 | Seeding | 17 | LB | 50.00 | 850.00 | 50.00 | 850.00 | 25.83 | 439.11 | 16.00 | 272.00 | | 0030 | 718-01-00100 | Fertilizer | 560 | LB | 1.25 | 700.00 | 3.00 | 1,680.00 | 1.74 | 974.40 | 1.00 | 560.00 | | 0031 | 726-01-00100 | Bedding Material | 47.1 | CUYD | 100.00 | 4,710.00 | 100.00 | 4,710.00 | 120.00 | 5,652.00 | 150.00 | 7,065.00 | | 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 75,000.00 | 75,000.00 | 88,000.00 | 88,000.00 | 130,000.00 | 130,000.00 | 205,000.00 | 205,000.00 | | 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 105.00 | 420.00 | 120.00 | 480.00 | 160.22 | 640.88 | 115.00 | 460.00 | | 0034 | 735-01-00100 | Mailboxes | 1 | EACH | 25.00 | 25.00 | 150.00 | 150.00 | 53.41 | 53.41 | 5.00 | 5.00 | | 0035 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 200.00 | 200.00 | 200.00 | 200.00 | 106.81 | 106.81 | 750.00 | 750.00 | | 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 21,000.00 | 21,000.00 | 10,000.00 | 10,000.00 | 17,589.67 | 17,589.67 | 35,000.00 | 35,000.00 | | 0037 | 804-01-00300 | Precast Concrete Piles (16") | 2,016 | LNFT | 120.00 | 241,920.00 | 111.00 | 223,776.00 | 92.25 | 185,976.00 | 110.00 | 221,760.00 | | 0038 | 804-10-00300 | Precast Concrete Indicator Piles (16") | 1 | EACH | 18,000.00 | 18,000.00 | 30,000.00 | 30,000.00 | 14,791.97 | 14,791.97 | 40,000.00 | 40,000.00 | | 0039 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 1,000.00 | 7,000.00 | 3,600.00 | 25,200.00 | 3,201.70 | 22,411.90 | 2,800.00 | 19,600.00 | | 0040 | 805-12-00300 | Bridge Superstructure and Substructure (24' Roadway, 60 Degree Crossing) | 2,880 | SQFT | 120.00 | 345,600.00 | 130.00 | 374,400.00 | 93.60 | 269,568.00 | 178.00 | 512,640.00 | | 0041 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,432 | SQFT | 2.00 | 2,864.00 | 3.00 | 4,296.00 | 6.15 | 8,806.80 | 4.00 | 5,728.00 | | 0042 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,432 | SQFT | 2.00 | 2,864.00 | 3.00 | 4,296.00 | 5.34 | 7,646.88 | 4.00 | 5,728.00 | | 0043 | 810-01-00100 | Concrete Bridge Railing (Standard) | 80 | LNFT | 130.00 | 10,400.00 | 140.00 | 11,200.00 | 246.84 | 19,747.20 | 215.00 | 17,200.00 | | 0044 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 160 | LNFT | 140.00 | 22,400.00 | 145.00 | 23,200.00 | 246.84 | 39,494.40 | 215.00 | 34,400.00 | | 0045 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 500 | SQFT | 72.00 | 36,000.00 | 75.00 | 37,500.00 | 110.22 | 55,110.00 | 90.00 | 45,000.00 | | 0046 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 304 | INLF | 5.00 | 1,520.00 | 4.00 | 1,216.00 | 4.10 | 1,246.40 | 7.00 | 2,128.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,052,225.00 | | 1,218,494.30 | | 1,332,647.31 | | 1,597,996.40 |
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