Proposal:H.011526.6
Parish:Rapides
Description:CASTOR PLNGE / H. STRANGE / PALMER CHPL BRDGS
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGES, DRAINAGE STRUCTURES, CLASS II BASE COURSE, ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGES, AND RELATED WORK.
Estimated Construction Cost:$1,766,333.85
| Rank | License | Bidder | Construction Bid |
| 1 | 55505 | MERRICK, LLC | $1,819,991.20 |
| 2 | 63897 | TL Hawk, LLC | $2,038,203.33 |
| 3 | 56994 | Matt L. Guinn Construction, LLC | $2,315,961.49 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $2,343,157.25 |
| 5 | 55950 | Brown Industrial Construction, LLC | $2,387,134.90 |
| 6 | 00009 | Coastal Contractors, Inc. | $2,652,712.25 |
| 7 | 00044 | Guinn Construction, LLC | $2,696,282.73 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
MERRICK, LLC | - 2 -
TL Hawk, LLC | - 3 -
Matt L. Guinn Construction, 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 | 3 | LUMP | 6,000.00 | 6,000.00 | 32,787.00 | 32,787.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 10,616.00 | 10,616.00 | 28,500.00 | 28,500.00 | 10,000.00 | 10,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,467.2 | SQYD | 3.00 | 4,401.60 | 8.00 | 11,737.60 | 10.00 | 14,672.00 | 10.00 | 14,672.00 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 1,467.2 | SQYD | 7.00 | 10,270.40 | 8.00 | 11,737.60 | 10.00 | 14,672.00 | 15.00 | 22,008.00 | | 0005 | 202-02-04501 | Removal of Bridge BRIDGE (STA. 100+00, 21.9' WIDE X 72.2' LONG TIMBER BRIDGE) | 1 | LUMP | 10,000.00 | 10,000.00 | 48,000.00 | 48,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | | 0006 | 202-02-04501 | Removal of Bridge BRIDGE (STA. 200+01, 20.8' WIDE X 52.0' LONG TIMBER BRIDGE) | 1 | LUMP | 10,000.00 | 10,000.00 | 35,000.00 | 35,000.00 | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 | | 0007 | 203-02-00100 | Drainage Excavation | 1,603 | CUYD | 15.00 | 24,045.00 | 13.00 | 20,839.00 | 20.00 | 32,060.00 | 25.00 | 40,075.00 | | 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 | | 0009 | 204-02-00100 | Temporary Hay Bales | 16 | EACH | 25.00 | 400.00 | 17.00 | 272.00 | 8.00 | 128.00 | 20.00 | 320.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 200.00 | 1,200.00 | 125.00 | 750.00 | 150.00 | 900.00 | 150.00 | 900.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 2,890 | LNFT | 2.00 | 5,780.00 | 3.00 | 8,670.00 | 2.25 | 6,502.50 | 3.00 | 8,670.00 | | 0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | 662.9 | CUYD | 112.00 | 74,244.80 | 90.00 | 59,661.00 | 130.00 | 86,177.00 | 125.00 | 82,862.50 | | 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2 | CUYD | 300.00 | 600.00 | 150.00 | 300.00 | 1,000.00 | 2,000.00 | 100.00 | 200.00 | | 0014 | 502-01-00100 | Asphalt Concrete | 557.3 | TON | 195.00 | 108,673.50 | 135.00 | 75,235.50 | 190.00 | 105,887.00 | 165.00 | 91,954.50 | | 0015 | 701-05-01045 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW) | 202 | LNFT | 42.00 | 8,484.00 | 70.00 | 14,140.00 | 75.00 | 15,150.00 | 70.00 | 14,140.00 | | 0016 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | 712 | LNFT | 42.00 | 29,904.00 | 20.00 | 14,240.00 | 75.00 | 53,400.00 | 75.00 | 53,400.00 | | 0017 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 3,000.00 | 6,000.00 | 1,500.00 | 3,000.00 | 5,000.00 | 10,000.00 | 4,000.00 | 8,000.00 | | 0018 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 100 | LNFT | 25.00 | 2,500.00 | 20.00 | 2,000.00 | 35.00 | 3,500.00 | 22.00 | 2,200.00 | | 0019 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 275 | LNFT | 95.00 | 26,125.00 | 98.00 | 26,950.00 | 90.00 | 24,750.00 | 110.00 | 30,250.00 | | 0020 | 704-10-00200 | Guard Rail End Treatment (Tangent) | 3 | EACH | 3,000.00 | 9,000.00 | 2,200.00 | 6,600.00 | 3,800.00 | 11,400.00 | 2,500.00 | 7,500.00 | | 0021 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,200.00 | 12,800.00 | 2,700.00 | 10,800.00 | 4,500.00 | 18,000.00 | 3,000.00 | 12,000.00 | | 0022 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 4 | EACH | 2,800.00 | 11,200.00 | 2,400.00 | 9,600.00 | 4,000.00 | 16,000.00 | 2,600.00 | 10,400.00 | | 0023 | 705-01-00100 | Barbed Wire Fence | 254 | LNFT | 14.00 | 3,556.00 | 8.50 | 2,159.00 | 6.00 | 1,524.00 | 14.00 | 3,556.00 | | 0024 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 14 | LNFT | 125.00 | 1,750.00 | 50.00 | 700.00 | 125.00 | 1,750.00 | 120.00 | 1,680.00 | | 0025 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,829 | SQYD | 40.00 | 73,160.00 | 47.00 | 85,963.00 | 75.00 | 137,175.00 | 65.00 | 118,885.00 | | 0026 | 711-04-00100 | Geotextile Fabric | 1,829 | SQYD | 2.00 | 3,658.00 | 7.00 | 12,803.00 | 4.00 | 7,316.00 | 3.00 | 5,487.00 | | 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 55,000.00 | 55,000.00 | | 0028 | 716-01-00100 | Mulch (Vegetative) | 1.3 | TON | 1,200.00 | 1,560.00 | 2,500.00 | 3,250.00 | 1,000.00 | 1,300.00 | 1,100.00 | 1,430.00 | | 0029 | 717-01-00100 | Seeding | 29 | LB | 30.00 | 870.00 | 50.00 | 1,450.00 | 60.00 | 1,740.00 | 28.00 | 812.00 | | 0030 | 718-01-00100 | Fertilizer | 655 | LB | 2.50 | 1,637.50 | 2.00 | 1,310.00 | 2.00 | 1,310.00 | 2.00 | 1,310.00 | | 0031 | 726-01-00100 | Bedding Material | 6.6 | CUYD | 150.00 | 990.00 | 159.74 | 1,054.28 | 250.00 | 1,650.00 | 110.00 | 726.00 | | 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 146,000.00 | 146,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 260,000.00 | 260,000.00 | | 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 85.00 | 1,020.00 | 95.00 | 1,140.00 | 150.00 | 1,800.00 | 100.00 | 1,200.00 | | 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 12,000.00 | 12,000.00 | 31,000.00 | 31,000.00 | | 0035 | 804-01-00300 | Precast Concrete Piles (16") | 3,908 | LNFT | 92.00 | 359,536.00 | 106.00 | 414,248.00 | 86.00 | 336,088.00 | 95.00 | 371,260.00 | | 0036 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 20,000.00 | 20,000.00 | 15,500.00 | 15,500.00 | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 | | 0037 | 804-18-00100 | Vibration Monitoring | 60 | DAY | 525.00 | 31,500.00 | 675.00 | 40,500.00 | 1,850.00 | 111,000.00 | 800.00 | 48,000.00 | | 0038 | 805-12-00100 | Bridge Superstructure and Substructure (24' Roadway, 90 Degree Crossing) | 4,320 | SQFT | 105.00 | 453,600.00 | 108.00 | 466,560.00 | 120.00 | 518,400.00 | 120.00 | 518,400.00 | | 0039 | 805-12-00500 | Bridge Superstructure and Substructure (28' Roadway, 90 Degree Crossing) | 1,680 | SQFT | 102.00 | 171,360.00 | 116.00 | 194,880.00 | 130.00 | 218,400.00 | 120.00 | 201,600.00 | | 0040 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 2,889 | SQFT | 1.40 | 4,044.60 | 1.00 | 2,889.00 | 3.00 | 8,667.00 | 2.50 | 7,222.50 | | 0041 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 2,889 | SQFT | 1.70 | 4,911.30 | 1.00 | 2,889.00 | 3.00 | 8,667.00 | 2.50 | 7,222.50 | | 0042 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' CLR. RDWY., 90 DEG. CROSSING) WITHOUT ASPHALT (TAPERED BARRIER-ONE SIDE) | 256.96 | SQFT | 50.00 | 12,848.00 | 65.00 | 16,702.40 | 55.00 | 14,132.80 | 75.00 | 19,272.00 | | 0043 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' CLR. RDWY., 90 DEGREE CROSSING) WITHOUT ASPHALT | 748.44 | SQFT | 50.00 | 37,422.00 | 65.00 | 48,648.60 | 53.00 | 39,667.32 | 75.00 | 56,133.00 | | 0044 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (28' CLR. RDWY., 90 DEGREE CROSSING) WITHOUT ASPHALT | 578.79 | SQFT | 50.00 | 28,939.50 | 65.00 | 37,621.35 | 53.00 | 30,675.87 | 75.00 | 43,409.25 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,819,991.20 | | 2,038,203.33 | | 2,315,961.49 | | 2,343,157.25 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Brown Industrial Construction, LLC | - 6 -
Coastal Contractors, Inc. | - 7 -
Guinn Construction, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 3 | LUMP | 172,000.00 | 172,000.00 | 30,000.00 | 30,000.00 | 70,000.00 | 70,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100,000.00 | 100,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 1,467.2 | SQYD | 3.85 | 5,648.72 | 10.00 | 14,672.00 | 8.00 | 11,737.60 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 1,467.2 | SQYD | 3.60 | 5,281.92 | 10.00 | 14,672.00 | 8.00 | 11,737.60 | | 0005 | 202-02-04501 | Removal of Bridge BRIDGE (STA. 100+00, 21.9' WIDE X 72.2' LONG TIMBER BRIDGE) | 1 | LUMP | 100,000.00 | 100,000.00 | 30,000.00 | 30,000.00 | 15,000.00 | 15,000.00 | | 0006 | 202-02-04501 | Removal of Bridge BRIDGE (STA. 200+01, 20.8' WIDE X 52.0' LONG TIMBER BRIDGE) | 1 | LUMP | 100,000.00 | 100,000.00 | 27,000.00 | 27,000.00 | 20,000.00 | 20,000.00 | | 0007 | 203-02-00100 | Drainage Excavation | 1,603 | CUYD | 13.00 | 20,839.00 | 25.00 | 40,075.00 | 25.00 | 40,075.00 | | 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 95,000.00 | 95,000.00 | 85,000.00 | 85,000.00 | 95,000.00 | 95,000.00 | | 0009 | 204-02-00100 | Temporary Hay Bales | 16 | EACH | 35.20 | 563.20 | 50.00 | 800.00 | 100.00 | 1,600.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 425.00 | 2,550.00 | 250.00 | 1,500.00 | 500.00 | 3,000.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 2,890 | LNFT | 2.25 | 6,502.50 | 3.00 | 8,670.00 | 5.00 | 14,450.00 | | 0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | 662.9 | CUYD | 145.00 | 96,120.50 | 140.00 | 92,806.00 | 145.00 | 96,120.50 | | 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2 | CUYD | 295.00 | 590.00 | 250.00 | 500.00 | 1,000.00 | 2,000.00 | | 0014 | 502-01-00100 | Asphalt Concrete | 557.3 | TON | 170.00 | 94,741.00 | 190.00 | 105,887.00 | 185.00 | 103,100.50 | | 0015 | 701-05-01045 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW) | 202 | LNFT | 85.00 | 17,170.00 | 80.00 | 16,160.00 | 72.00 | 14,544.00 | | 0016 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | 712 | LNFT | 70.00 | 49,840.00 | 65.00 | 46,280.00 | 72.00 | 51,264.00 | | 0017 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 2,600.00 | 5,200.00 | 3,200.00 | 6,400.00 | 5,000.00 | 10,000.00 | | 0018 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 100 | LNFT | 20.00 | 2,000.00 | 22.00 | 2,200.00 | 30.00 | 3,000.00 | | 0019 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 275 | LNFT | 98.00 | 26,950.00 | 100.00 | 27,500.00 | 100.00 | 27,500.00 | | 0020 | 704-10-00200 | Guard Rail End Treatment (Tangent) | 3 | EACH | 2,200.00 | 6,600.00 | 3,500.00 | 10,500.00 | 3,500.00 | 10,500.00 | | 0021 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 2,700.00 | 10,800.00 | 3,500.00 | 14,000.00 | 4,000.00 | 16,000.00 | | 0022 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 4 | EACH | 2,400.00 | 9,600.00 | 3,500.00 | 14,000.00 | 3,250.00 | 13,000.00 | | 0023 | 705-01-00100 | Barbed Wire Fence | 254 | LNFT | 10.00 | 2,540.00 | 20.00 | 5,080.00 | 20.00 | 5,080.00 | | 0024 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 14 | LNFT | 35.00 | 490.00 | 60.00 | 840.00 | 250.00 | 3,500.00 | | 0025 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,829 | SQYD | 73.00 | 133,517.00 | 58.00 | 106,082.00 | 75.00 | 137,175.00 | | 0026 | 711-04-00100 | Geotextile Fabric | 1,829 | SQYD | 3.15 | 5,761.35 | 2.50 | 4,572.50 | 6.00 | 10,974.00 | | 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | 55,000.00 | 55,000.00 | | 0028 | 716-01-00100 | Mulch (Vegetative) | 1.3 | TON | 1,850.00 | 2,405.00 | 3,000.00 | 3,900.00 | 5,000.00 | 6,500.00 | | 0029 | 717-01-00100 | Seeding | 29 | LB | 17.50 | 507.50 | 65.00 | 1,885.00 | 100.00 | 2,900.00 | | 0030 | 718-01-00100 | Fertilizer | 655 | LB | 0.80 | 524.00 | 2.50 | 1,637.50 | 2.00 | 1,310.00 | | 0031 | 726-01-00100 | Bedding Material | 6.6 | CUYD | 500.00 | 3,300.00 | 160.00 | 1,056.00 | 250.00 | 1,650.00 | | 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 230,000.00 | 230,000.00 | 240,000.00 | 240,000.00 | 270,000.00 | 270,000.00 | | 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 95.00 | 1,140.00 | 85.00 | 1,020.00 | 150.00 | 1,800.00 | | 0034 | 740-01-00100 | Construction Layout | 1 | LUMP | 18,000.00 | 18,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | | 0035 | 804-01-00300 | Precast Concrete Piles (16") | 3,908 | LNFT | 85.00 | 332,180.00 | 88.00 | 343,904.00 | 105.00 | 410,340.00 | | 0036 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 15,500.00 | 15,500.00 | 20,000.00 | 20,000.00 | 22,500.00 | 22,500.00 | | 0037 | 804-18-00100 | Vibration Monitoring | 60 | DAY | 100.00 | 6,000.00 | 600.00 | 36,000.00 | 1,300.00 | 78,000.00 | | 0038 | 805-12-00100 | Bridge Superstructure and Substructure (24' Roadway, 90 Degree Crossing) | 4,320 | SQFT | 97.00 | 419,040.00 | 180.00 | 777,600.00 | 135.00 | 583,200.00 | | 0039 | 805-12-00500 | Bridge Superstructure and Substructure (28' Roadway, 90 Degree Crossing) | 1,680 | SQFT | 85.00 | 142,800.00 | 165.00 | 277,200.00 | 140.00 | 235,200.00 | | 0040 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 2,889 | SQFT | 1.00 | 2,889.00 | 2.00 | 5,778.00 | 4.00 | 11,556.00 | | 0041 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 2,889 | SQFT | 3.00 | 8,667.00 | 3.00 | 8,667.00 | 4.00 | 11,556.00 | | 0042 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' CLR. RDWY., 90 DEG. CROSSING) WITHOUT ASPHALT (TAPERED BARRIER-ONE SIDE) | 256.96 | SQFT | 63.00 | 16,188.48 | 85.00 | 21,841.60 | 88.00 | 22,612.48 | | 0043 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' CLR. RDWY., 90 DEGREE CROSSING) WITHOUT ASPHALT | 748.44 | SQFT | 51.00 | 38,170.44 | 85.00 | 63,617.40 | 70.00 | 52,390.80 | | 0044 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (28' CLR. RDWY., 90 DEGREE CROSSING) WITHOUT ASPHALT | 578.79 | SQFT | 51.00 | 29,518.29 | 75.00 | 43,409.25 | 75.00 | 43,409.25 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 2,387,134.90 | | 2,652,712.25 | | 2,696,282.73 |
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