Proposal:H.011527.6
Parish:Tangipahoa
Description:RANDALL/VITRANO ROAD BRIDGES
Type Construction:CLEARING AND GRUBBING, EARTHWORK, REMOVAL OF TIMBER BRIDGES, DRAINAGE STRUCTURES, RIPRAP, CLASS II BASE COURSE (CRUSHED STONE), ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGES, CONCRETE APPROACH SLABS, AND RELATED WORK.
Estimated Construction Cost:$1,362,985.75
| Rank | License | Bidder | Construction Bid |
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,556,661.06 |
| 2 | 55505 | MERRICK, LLC | $1,610,888.54 |
| 3 | 63897 | TL Hawk, LLC | $1,661,887.43 |
| 4 | 55950 | Brown Industrial Construction, LLC | $1,806,616.30 |
| 5 | 00044 | GUINN CONSTRUCTION, LLC | $1,813,298.90 |
| 6 | 00009 | Coastal Contractors, Inc. | $1,947,100.80 |
| 7 | 36827 | Shavers-Whittle Construction LLC | $2,044,883.95 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Diamond B Construction Co., L.L.C. | - 2 -
MERRICK, LLC | - 3 -
TL Hawk, LLC | - 4 -
Brown Industrial Construction, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 2 | LUMP | 45,000.00 | 45,000.00 | 20,000.00 | 20,000.00 | 60,000.00 | 60,000.00 | 250,000.00 | 250,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | | 0003 | 202-02-00010 | Removal of BRIDGE (STA. 100+00, 18.3' x 58.3' TIMBER BRIDGE) | 1 | EACH | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | | 0004 | 202-02-00010 | Removal of BRIDGE(STA. 300+00, 18' x 51.9', TIMBER BRIDGE) | 1 | EACH | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | | 0005 | 202-02-02020 | Removal of Asphalt Pavement | 1,780 | SQYD | 6.00 | 10,680.00 | 3.50 | 6,230.00 | 12.00 | 21,360.00 | 7.00 | 12,460.00 | | 0006 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 1,780 | SQYD | 1.00 | 1,780.00 | 5.50 | 9,790.00 | 6.00 | 10,680.00 | 7.00 | 12,460.00 | | 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 85,000.00 | 85,000.00 | 105,000.00 | 105,000.00 | 49,585.00 | 49,585.00 | 90,000.00 | 90,000.00 | | 0008 | 204-02-00100 | Temporary Hay Bales | 24 | EACH | 20.00 | 480.00 | 25.00 | 600.00 | 20.00 | 480.00 | 15.00 | 360.00 | | 0009 | 204-03-00100 | Temporary Slope Drains | 200 | LNFT | 8.50 | 1,700.00 | 13.00 | 2,600.00 | 1.00 | 200.00 | 12.00 | 2,400.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 140.00 | 840.00 | 200.00 | 1,200.00 | 155.00 | 930.00 | 128.00 | 768.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 2,105 | LNFT | 3.00 | 6,315.00 | 1.70 | 3,578.50 | 4.00 | 8,420.00 | 3.00 | 6,315.00 | | 0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | 497 | CUYD | 105.00 | 52,185.00 | 115.00 | 57,155.00 | 110.00 | 54,670.00 | 150.00 | 74,550.00 | | 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 93 | CUYD | 80.00 | 7,440.00 | 105.00 | 9,765.00 | 185.00 | 17,205.00 | 130.00 | 12,090.00 | | 0014 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 200 | CUYD | 40.00 | 8,000.00 | 70.00 | 14,000.00 | 100.00 | 20,000.00 | 100.00 | 20,000.00 | | 0015 | 502-01-00100 | Asphalt Concrete | 431.3 | TON | 160.00 | 69,008.00 | 250.00 | 107,825.00 | 225.00 | 97,042.50 | 160.00 | 69,008.00 | | 0016 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 262 | LNFT | 127.00 | 33,274.00 | 75.00 | 19,650.00 | 90.00 | 23,580.00 | 100.00 | 26,200.00 | | 0017 | 701-05-02061 | Side Drain Pipe (Erosion) (24" RPVCP/CPEPDW/CMP) | 709 | LNFT | 95.00 | 67,355.00 | 65.00 | 46,085.00 | 90.00 | 63,810.00 | 105.00 | 74,445.00 | | 0018 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 503 | LNFT | 0.10 | 50.30 | 3.50 | 1,760.50 | 8.00 | 4,024.00 | 8.00 | 4,024.00 | | 0019 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 5,500.00 | 16,500.00 | 3,500.00 | 10,500.00 | 3,850.00 | 11,550.00 | 4,000.00 | 12,000.00 | | 0020 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 75 | LNFT | 24.00 | 1,800.00 | 25.00 | 1,875.00 | 22.00 | 1,650.00 | 22.00 | 1,650.00 | | 0021 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 150 | LNFT | 95.00 | 14,250.00 | 105.00 | 15,750.00 | 90.00 | 13,500.00 | 90.00 | 13,500.00 | | 0022 | 704-10-00105 | Guard Rail End Treatment (Flared, 12' - 6" Length) | 4 | EACH | 2,000.00 | 8,000.00 | 2,100.00 | 8,400.00 | 1,800.00 | 7,200.00 | 1,800.00 | 7,200.00 | | 0023 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 2 | EACH | 2,500.00 | 5,000.00 | 2,800.00 | 5,600.00 | 2,400.00 | 4,800.00 | 4,125.00 | 8,250.00 | | 0024 | 705-01-00100 | Barbed Wire Fence | 115 | LNFT | 30.00 | 3,450.00 | 15.00 | 1,725.00 | 25.61 | 2,945.15 | 26.00 | 2,990.00 | | 0025 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 850.00 | 850.00 | 2,200.00 | 2,200.00 | 1,250.00 | 1,250.00 | 1,750.00 | 1,750.00 | | 0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,284 | SQYD | 70.00 | 89,880.00 | 50.00 | 64,200.00 | 80.00 | 102,720.00 | 76.00 | 97,584.00 | | 0027 | 711-04-00100 | Geotextile Fabric | 1,284 | SQYD | 1.25 | 1,605.00 | 1.50 | 1,926.00 | 8.00 | 10,272.00 | 2.00 | 2,568.00 | | 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | | 0029 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 2,000.00 | 1,800.00 | 1,400.00 | 1,260.00 | 1,953.66 | 1,758.29 | 1,954.00 | 1,758.60 | | 0030 | 717-01-00100 | Seeding | 21 | LB | 30.00 | 630.00 | 45.00 | 945.00 | 30.57 | 641.97 | 40.00 | 840.00 | | 0031 | 718-01-00100 | Fertilizer | 482 | LB | 1.00 | 482.00 | 2.00 | 964.00 | 0.81 | 390.42 | 1.00 | 482.00 | | 0032 | 726-01-00100 | Bedding Material | 9.9 | CUYD | 200.00 | 1,980.00 | 110.00 | 1,089.00 | 135.00 | 1,336.50 | 300.00 | 2,970.00 | | 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 155,000.00 | 155,000.00 | 160,000.00 | 160,000.00 | 165,000.00 | 165,000.00 | 180,000.00 | 180,000.00 | | 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 90.00 | 720.00 | 100.00 | 800.00 | 85.00 | 680.00 | 85.00 | 680.00 | | 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 22,000.00 | 22,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 34,000.00 | 34,000.00 | | 0036 | 804-01-00300 | Precast Concrete Piles (16") | 2,575 | LNFT | 85.50 | 220,162.50 | 105.00 | 270,375.00 | 85.00 | 218,875.00 | 73.00 | 187,975.00 | | 0037 | 804-10-00300 | Precast Concrete Indicator Piles (16") | 2 | EACH | 9,500.00 | 19,000.00 | 8,000.00 | 16,000.00 | 25,000.00 | 50,000.00 | 9,000.00 | 18,000.00 | | 0038 | 804-14-00100 | Dynamic Monitoring Assistance | 14 | EACH | 3,000.00 | 42,000.00 | 300.00 | 4,200.00 | 1,000.00 | 14,000.00 | 1,500.00 | 21,000.00 | | 0039 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 22,000.00 | 22,000.00 | 15,000.00 | 15,000.00 | 11,500.00 | 11,500.00 | 4,000.00 | 4,000.00 | | 0040 | 804-18-00100 | Vibration Monitoring | 45 | DAY | 800.00 | 36,000.00 | 515.00 | 23,175.00 | 300.00 | 13,500.00 | 300.00 | 13,500.00 | | 0041 | 805-12-00300 | Bridge Superstructure and Substructure (24' Roadway, 60 Degree Crossing) (Cast in Place) | 1,920 | SQFT | 96.00 | 184,320.00 | 100.00 | 192,000.00 | 98.00 | 188,160.00 | 100.00 | 192,000.00 | | 0042 | 805-12-00700 | Bridge Superstructure and Substructure (28' Roadway, 60 Degree Crossing) (Cast-In-Place) | 2,240 | SQFT | 86.00 | 192,640.00 | 88.00 | 197,120.00 | 98.00 | 219,520.00 | 90.00 | 201,600.00 | | 0043 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,972.9 | SQFT | 1.25 | 2,466.13 | 1.00 | 1,972.90 | 2.00 | 3,945.80 | 1.50 | 2,959.35 | | 0044 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,972.9 | SQFT | 1.25 | 2,466.13 | 1.60 | 3,156.64 | 2.00 | 3,945.80 | 1.50 | 2,959.35 | | 0045 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Clear Roadway, 60 Degree Crossing, w/o Asphalt)(10' Long) | 500 | SQFT | 41.00 | 20,500.00 | 46.00 | 23,000.00 | 60.00 | 30,000.00 | 45.00 | 22,500.00 | | 0046 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (28' Clear Rdwy., 60 Degree Crossing, w/o Asphalt)(10' Long)(Tapered Barrier Rail - One Side) | 596 | SQFT | 37.00 | 22,052.00 | 46.00 | 27,416.00 | 60.00 | 35,760.00 | 45.00 | 26,820.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,556,661.06 | | 1,610,888.54 | | 1,661,887.43 | | 1,806,616.30 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
GUINN CONSTRUCTION, LLC | - 6 -
Coastal Contractors, Inc. | - 7 -
Shavers-Whittle Construction LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 2 | LUMP | 45,000.00 | 45,000.00 | 80,000.00 | 80,000.00 | 40,000.00 | 40,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | | 0003 | 202-02-00010 | Removal of BRIDGE (STA. 100+00, 18.3' x 58.3' TIMBER BRIDGE) | 1 | EACH | 12,000.00 | 12,000.00 | 95,000.00 | 95,000.00 | 40,000.00 | 40,000.00 | | 0004 | 202-02-00010 | Removal of BRIDGE(STA. 300+00, 18' x 51.9', TIMBER BRIDGE) | 1 | EACH | 12,500.00 | 12,500.00 | 90,000.00 | 90,000.00 | 40,000.00 | 40,000.00 | | 0005 | 202-02-02020 | Removal of Asphalt Pavement | 1,780 | SQYD | 2.00 | 3,560.00 | 10.00 | 17,800.00 | 6.50 | 11,570.00 | | 0006 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 1,780 | SQYD | 4.00 | 7,120.00 | 15.00 | 26,700.00 | 6.50 | 11,570.00 | | 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 55,000.00 | 55,000.00 | 80,000.00 | 80,000.00 | 125,000.00 | 125,000.00 | | 0008 | 204-02-00100 | Temporary Hay Bales | 24 | EACH | 10.00 | 240.00 | 20.00 | 480.00 | 11.00 | 264.00 | | 0009 | 204-03-00100 | Temporary Slope Drains | 200 | LNFT | 0.00 | 0.00 | 10.00 | 2,000.00 | 11.00 | 2,200.00 | | 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 250.00 | 1,500.00 | 125.00 | 750.00 | 75.00 | 450.00 | | 0011 | 204-06-00100 | Temporary Silt Fencing | 2,105 | LNFT | 4.00 | 8,420.00 | 1.50 | 3,157.50 | 3.25 | 6,841.25 | | 0012 | 302-01-00300 | Class II Base Course (Crushed Stone) | 497 | CUYD | 135.00 | 67,095.00 | 125.00 | 62,125.00 | 135.00 | 67,095.00 | | 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 93 | CUYD | 145.00 | 13,485.00 | 100.00 | 9,300.00 | 65.00 | 6,045.00 | | 0014 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 200 | CUYD | 50.00 | 10,000.00 | 40.00 | 8,000.00 | 60.00 | 12,000.00 | | 0015 | 502-01-00100 | Asphalt Concrete | 431.3 | TON | 225.00 | 97,042.50 | 140.00 | 60,382.00 | 185.00 | 79,790.50 | | 0016 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 262 | LNFT | 90.00 | 23,580.00 | 95.00 | 24,890.00 | 70.00 | 18,340.00 | | 0017 | 701-05-02061 | Side Drain Pipe (Erosion) (24" RPVCP/CPEPDW/CMP) | 709 | LNFT | 90.00 | 63,810.00 | 90.00 | 63,810.00 | 90.00 | 63,810.00 | | 0018 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 503 | LNFT | 10.00 | 5,030.00 | 10.00 | 5,030.00 | 6.75 | 3,395.25 | | 0019 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 4,500.00 | 13,500.00 | 5,000.00 | 15,000.00 | 4,200.00 | 12,600.00 | | 0020 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 75 | LNFT | 26.00 | 1,950.00 | 25.00 | 1,875.00 | 25.00 | 1,875.00 | | 0021 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 150 | LNFT | 80.00 | 12,000.00 | 80.00 | 12,000.00 | 100.00 | 15,000.00 | | 0022 | 704-10-00105 | Guard Rail End Treatment (Flared, 12' - 6" Length) | 4 | EACH | 5,500.00 | 22,000.00 | 2,700.00 | 10,800.00 | 2,000.00 | 8,000.00 | | 0023 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 2 | EACH | 3,000.00 | 6,000.00 | 2,800.00 | 5,600.00 | 2,800.00 | 5,600.00 | | 0024 | 705-01-00100 | Barbed Wire Fence | 115 | LNFT | 25.00 | 2,875.00 | 12.00 | 1,380.00 | 15.00 | 1,725.00 | | 0025 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 1,750.00 | 1,750.00 | | 0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,284 | SQYD | 75.00 | 96,300.00 | 80.00 | 102,720.00 | 110.00 | 141,240.00 | | 0027 | 711-04-00100 | Geotextile Fabric | 1,284 | SQYD | 5.00 | 6,420.00 | 3.50 | 4,494.00 | 5.00 | 6,420.00 | | 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 22,500.00 | 22,500.00 | 22,000.00 | 22,000.00 | 50,000.00 | 50,000.00 | | 0029 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 4,500.00 | 4,050.00 | 2,000.00 | 1,800.00 | 2,000.00 | 1,800.00 | | 0030 | 717-01-00100 | Seeding | 21 | LB | 40.00 | 840.00 | 20.00 | 420.00 | 35.00 | 735.00 | | 0031 | 718-01-00100 | Fertilizer | 482 | LB | 2.00 | 964.00 | 1.00 | 482.00 | 1.00 | 482.00 | | 0032 | 726-01-00100 | Bedding Material | 9.9 | CUYD | 250.00 | 2,475.00 | 355.00 | 3,514.50 | 50.00 | 495.00 | | 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 170,000.00 | 170,000.00 | 190,000.00 | 190,000.00 | 125,000.00 | 125,000.00 | | 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 150.00 | 1,200.00 | 85.00 | 680.00 | 100.00 | 800.00 | | 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 16,000.00 | 16,000.00 | 26,000.00 | 26,000.00 | 50,000.00 | 50,000.00 | | 0036 | 804-01-00300 | Precast Concrete Piles (16") | 2,575 | LNFT | 108.00 | 278,100.00 | 75.00 | 193,125.00 | 110.00 | 283,250.00 | | 0037 | 804-10-00300 | Precast Concrete Indicator Piles (16") | 2 | EACH | 15,000.00 | 30,000.00 | 45,000.00 | 90,000.00 | 4,500.00 | 9,000.00 | | 0038 | 804-14-00100 | Dynamic Monitoring Assistance | 14 | EACH | 500.00 | 7,000.00 | 800.00 | 11,200.00 | 1,650.00 | 23,100.00 | | 0039 | 804-17-00100 | Construction Site Survey | 1 | LUMP | 42,000.00 | 42,000.00 | 26,000.00 | 26,000.00 | 15,000.00 | 15,000.00 | | 0040 | 804-18-00100 | Vibration Monitoring | 45 | DAY | 1.00 | 45.00 | 400.00 | 18,000.00 | 450.00 | 20,250.00 | | 0041 | 805-12-00300 | Bridge Superstructure and Substructure (24' Roadway, 60 Degree Crossing) (Cast in Place) | 1,920 | SQFT | 135.00 | 259,200.00 | 125.00 | 240,000.00 | 145.00 | 278,400.00 | | 0042 | 805-12-00700 | Bridge Superstructure and Substructure (28' Roadway, 60 Degree Crossing) (Cast-In-Place) | 2,240 | SQFT | 135.00 | 302,400.00 | 112.00 | 250,880.00 | 160.00 | 358,400.00 | | 0043 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 1,972.9 | SQFT | 2.00 | 3,945.80 | 1.00 | 1,972.90 | 2.50 | 4,932.25 | | 0044 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 1,972.9 | SQFT | 4.00 | 7,891.60 | 1.00 | 1,972.90 | 3.00 | 5,918.70 | | 0045 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (24' Clear Roadway, 60 Degree Crossing, w/o Asphalt)(10' Long) | 500 | SQFT | 60.00 | 30,000.00 | 55.00 | 27,500.00 | 62.00 | 31,000.00 | | 0046 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) (28' Clear Rdwy., 60 Degree Crossing, w/o Asphalt)(10' Long)(Tapered Barrier Rail - One Side) | 596 | SQFT | 60.00 | 35,760.00 | 60.00 | 35,760.00 | 65.00 | 38,740.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,813,298.90 | | 1,947,100.80 | | 2,044,883.95 |
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