Bid Tabulations
Letting of
01/09/2013
LA DOTD Headquarters
| Lead Project: H.009133.6 | |
| Parish: Natchitoches | |
| Routes: | |
| Description: LONGLEAF TRAIL BRIDGE OVER KISATCHI BAYOU | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $1,409,882.85 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $1,223,461.60 |
| 2 | 14422 | T. L. Wallace Construction, Inc. | $1,229,811.54 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $1,313,404.40 |
| 4 | 49239 | WL Bass Construction Inc. | $1,373,698.80 |
| 5 | 00044 | Guinn Construction, LLC | $1,628,528.60 |
| 6 | 39462 | Jb James Construction Llc | $1,670,770.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - T. L. Wallace Construction, Inc. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - WL Bass Construction Inc. |
||||
| 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 | 25,000.00 | 25,000.00 | 75,000.00 | 75,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 200+00, 23.7 WX273 L BRIDGE - CONCRETE SLAB, TIMBER PILES) | 1 | EACH | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,789.9 | SQYD | 3.00 | 5,369.70 | 7.95 | 14,229.71 | 6.00 | 10,739.40 | 6.00 | 10,739.40 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 80,000.00 | 80,000.00 | 82,000.00 | 82,000.00 | 180,000.00 | 180,000.00 | 100,000.00 | 100,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 55 | EACH | 15.00 | 825.00 | 12.35 | 679.25 | 15.00 | 825.00 | 1.00 | 55.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 90 | LNFT | 20.00 | 1,800.00 | 7.00 | 630.00 | 5.00 | 450.00 | 1.00 | 90.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 2,000 | LNFT | 2.50 | 5,000.00 | 1.75 | 3,500.00 | 1.70 | 3,400.00 | 0.10 | 200.00 |
| 0008 | 302-01-00100 | Class II Base Course | 382.8 | CUYD | 95.00 | 36,366.00 | 149.00 | 57,037.20 | 110.00 | 42,108.00 | 120.00 | 45,936.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 33 | CUYD | 75.00 | 2,475.00 | 65.70 | 2,168.10 | 100.00 | 3,300.00 | 100.00 | 3,300.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 385.4 | TON | 160.00 | 61,664.00 | 163.00 | 62,820.20 | 125.00 | 48,175.00 | 205.00 | 79,007.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 20.00 | 1,000.00 | 19.60 | 980.00 | 20.00 | 1,000.00 | 30.00 | 1,500.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 61.85 | 6,185.00 | 65.00 | 6,500.00 | 75.00 | 7,500.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,170.00 | 8,680.00 | 2,200.00 | 8,800.00 | 2,400.00 | 9,600.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 738 | LNFT | 9.00 | 6,642.00 | 9.80 | 7,232.40 | 7.00 | 5,166.00 | 7.00 | 5,166.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 754 | SQYD | 50.00 | 37,700.00 | 58.75 | 44,297.50 | 50.00 | 37,700.00 | 65.00 | 49,010.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 754 | SQYD | 3.00 | 2,262.00 | 3.30 | 2,488.20 | 1.40 | 1,055.60 | 1.00 | 754.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 2,840.00 | 2,840.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 2.7 | TON | 500.00 | 1,350.00 | 918.00 | 2,478.60 | 750.00 | 2,025.00 | 850.00 | 2,295.00 |
| 0019 | 717-01-00100 | Seeding | 62 | LB | 10.00 | 620.00 | 8.25 | 511.50 | 14.00 | 868.00 | 10.00 | 620.00 |
| 0020 | 718-01-00100 | Fertilizer | 1,369 | LB | 0.50 | 684.50 | 0.75 | 1,026.75 | 0.60 | 821.40 | 1.00 | 1,369.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 110,000.00 | 110,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 89,000.00 | 89,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 77.30 | 309.20 | 85.00 | 340.00 | 75.00 | 300.00 |
| 0023 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 2,148 | LNFT | 0.50 | 1,074.00 | 1.55 | 3,329.40 | 1.10 | 2,362.80 | 2.50 | 5,370.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 |
| 0025 | 804-01-00600 | Precast Concrete Piles (24") | 2,376 | LNFT | 100.00 | 237,600.00 | 77.85 | 184,971.60 | 80.00 | 190,080.00 | 110.00 | 261,360.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 32,000.00 | 32,000.00 | 2,000.00 | 2,000.00 | 1.00 | 1.00 |
| 0027 | 805-01-00700 | Class A Concrete (Bents) | 74.72 | CUYD | 950.00 | 70,984.00 | 658.00 | 49,165.76 | 1,200.00 | 89,664.00 | 1,025.00 | 76,588.00 |
| 0028 | 805-04-00100 | Class AA(M) Concrete | 209.2 | CUYD | 650.00 | 135,980.00 | 663.00 | 138,699.60 | 875.00 | 183,050.00 | 1,100.00 | 230,120.00 |
| 0029 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,580 | LNFT | 90.00 | 142,200.00 | 58.35 | 92,193.00 | 62.00 | 97,960.00 | 65.00 | 102,700.00 |
| 0030 | 806-01-00100 | Deformed Reinforcing Steel | 73,173 | LB | 1.00 | 73,173.00 | 0.85 | 62,197.05 | 0.80 | 58,538.40 | 1.00 | 73,173.00 |
| 0031 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 30,000.00 | 30,000.00 | 22,000.00 | 22,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 0032 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 640 | LNFT | 65.00 | 41,600.00 | 61.50 | 39,360.00 | 60.00 | 38,400.00 | 65.00 | 41,600.00 |
| 0033 | 813-01-00100 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 221.88 | SQYD | 230.00 | 51,032.40 | 254.00 | 56,357.52 | 285.00 | 63,235.80 | 205.00 | 45,485.40 |
| 0034 | 705-05-00100 | Double Swinging Driveway Gates | 2 | DBGT | 1,200.00 | 2,400.00 | 1,190.00 | 2,380.00 | 1,150.00 | 2,300.00 | 1,300.00 | 2,600.00 |
| 0035 | 719-01-06140 | Plants (Plant) (Container) (15 gallon) (WATER OAK, WILLOW OAK OR SHUMARD OAK) | 52 | EACH | 230.00 | 11,960.00 | 232.00 | 12,064.00 | 145.00 | 7,540.00 | 255.00 | 13,260.00 |
| CONTRACTOR TOTAL | 1,223,461.60 | 1,229,811.54 | 1,313,404.40 | 1,373,698.80 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Guinn Construction, LLC |
- 6 - Jb James Construction Llc |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 30,000.00 | 30,000.00 | 170,000.00 | 170,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA. 200+00, 23.7 WX273 L BRIDGE - CONCRETE SLAB, TIMBER PILES) | 1 | EACH | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,789.9 | SQYD | 5.00 | 8,949.50 | 5.00 | 8,949.50 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 140,000.00 | 140,000.00 | 200,000.00 | 200,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 55 | EACH | 10.00 | 550.00 | 10.00 | 550.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 90 | LNFT | 1.00 | 90.00 | 15.00 | 1,350.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 2,000 | LNFT | 2.00 | 4,000.00 | 1.80 | 3,600.00 |
| 0008 | 302-01-00100 | Class II Base Course | 382.8 | CUYD | 85.00 | 32,538.00 | 130.00 | 49,764.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 33 | CUYD | 85.00 | 2,805.00 | 100.00 | 3,300.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 385.4 | TON | 175.00 | 67,445.00 | 180.00 | 69,372.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 22.00 | 1,100.00 | 20.00 | 1,000.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 60.00 | 6,000.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,200.00 | 8,800.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 738 | LNFT | 10.00 | 7,380.00 | 6.50 | 4,797.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 754 | SQYD | 70.00 | 52,780.00 | 75.00 | 56,550.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 754 | SQYD | 5.00 | 3,770.00 | 2.00 | 1,508.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 14,500.00 | 14,500.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 2.7 | TON | 1,500.00 | 4,050.00 | 650.00 | 1,755.00 |
| 0019 | 717-01-00100 | Seeding | 62 | LB | 25.00 | 1,550.00 | 12.00 | 744.00 |
| 0020 | 718-01-00100 | Fertilizer | 1,369 | LB | 1.00 | 1,369.00 | 0.60 | 821.40 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 140,000.00 | 140,000.00 | 160,000.00 | 160,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 |
| 0023 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 2,148 | LNFT | 2.10 | 4,510.80 | 3.00 | 6,444.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0025 | 804-01-00600 | Precast Concrete Piles (24") | 2,376 | LNFT | 150.00 | 356,400.00 | 100.00 | 237,600.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 |
| 0027 | 805-01-00700 | Class A Concrete (Bents) | 74.72 | CUYD | 1,500.00 | 112,080.00 | 1,200.00 | 89,664.00 |
| 0028 | 805-04-00100 | Class AA(M) Concrete | 209.2 | CUYD | 1,000.00 | 209,200.00 | 900.00 | 188,280.00 |
| 0029 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,580 | LNFT | 80.00 | 126,400.00 | 65.00 | 102,700.00 |
| 0030 | 806-01-00100 | Deformed Reinforcing Steel | 73,173 | LB | 1.10 | 80,490.30 | 1.10 | 80,490.30 |
| 0031 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 32,000.00 | 32,000.00 | 40,000.00 | 40,000.00 |
| 0032 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 640 | LNFT | 100.00 | 64,000.00 | 70.00 | 44,800.00 |
| 0033 | 813-01-00100 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 221.88 | SQYD | 250.00 | 55,470.00 | 240.00 | 53,251.20 |
| 0034 | 705-05-00100 | Double Swinging Driveway Gates | 2 | DBGT | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 |
| 0035 | 719-01-06140 | Plants (Plant) (Container) (15 gallon) (WATER OAK, WILLOW OAK OR SHUMARD OAK) | 52 | EACH | 100.00 | 5,200.00 | 130.00 | 6,760.00 |
| CONTRACTOR TOTAL | 1,628,528.60 | 1,670,770.40 | ||||||