Bid Tabulations
Letting of
06/26/2013
LA DOTD Headquarters
| Lead Project: H.006372.6 | |
| Parish: Winn | |
| Routes: | |
| Description: CARTER CROSSING BRIDGE OVER DUGDEMONA RIVER | |
| Type Const: CLEARING AND GRUBBING, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $1,227,897.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49239 | WL Bass Construction Inc. | $1,097,015.50 |
| 2 | 34567 | James Construction Group LLC | $1,138,456.30 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $1,158,329.70 |
| 4 | 39462 | Jb James Construction Llc | $1,228,033.50 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $1,454,686.97 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - WL Bass Construction Inc. |
- 2 - James Construction Group LLC |
- 3 - Gilchrist Construction Co. LLC |
- 4 - Jb James 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 | 1 | LUMP | 12,000.00 | 12,000.00 | 70,000.00 | 70,000.00 | 25,000.00 | 25,000.00 | 75,000.00 | 75,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,000.00 | 2,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA. 100+00 - 21' X169.1' TIMBER BRIDG | 1 | EACH | 15,000.00 | 15,000.00 | 28,000.00 | 28,000.00 | 45,000.00 | 45,000.00 | 20,000.00 | 20,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | 80,000.00 | 80,000.00 | 85,000.00 | 85,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 34 | EACH | 10.00 | 340.00 | 14.00 | 476.00 | 20.00 | 680.00 | 10.00 | 340.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 90 | LNFT | 0.25 | 22.50 | 18.00 | 1,620.00 | 5.00 | 450.00 | 10.00 | 900.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 3 | EACH | 25.00 | 75.00 | 125.00 | 375.00 | 300.00 | 900.00 | 100.00 | 300.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,804 | LNFT | 0.15 | 270.60 | 2.40 | 4,329.60 | 1.50 | 2,706.00 | 2.00 | 3,608.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 174 | CUYD | 100.00 | 17,400.00 | 105.00 | 18,270.00 | 100.00 | 17,400.00 | 105.00 | 18,270.00 |
| 0010 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 41 | LNFT | 300.00 | 12,300.00 | 210.00 | 8,610.00 | 275.00 | 11,275.00 | 160.00 | 6,560.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 20.00 | 1,000.00 | 20.50 | 1,025.00 | 22.00 | 1,100.00 | 20.50 | 1,025.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 64.00 | 6,400.00 | 74.00 | 7,400.00 | 64.00 | 6,400.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,100.00 | 8,400.00 | 2,300.00 | 9,200.00 | 2,100.00 | 8,400.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,508 | SQYD | 50.00 | 75,400.00 | 44.00 | 66,352.00 | 45.00 | 67,860.00 | 51.00 | 76,908.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 1,508 | SQYD | 2.00 | 3,016.00 | 3.00 | 4,524.00 | 1.90 | 2,865.20 | 3.00 | 4,524.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | 24,500.00 | 24,500.00 | 25,000.00 | 25,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 1.6 | TON | 1,250.00 | 2,000.00 | 500.00 | 800.00 | 580.00 | 928.00 | 500.00 | 800.00 |
| 0018 | 717-01-00100 | Seeding | 35 | LB | 20.00 | 700.00 | 5.00 | 175.00 | 5.90 | 206.50 | 5.00 | 175.00 |
| 0019 | 718-01-00100 | Fertilizer | 785 | LB | 1.00 | 785.00 | 0.50 | 392.50 | 0.60 | 471.00 | 0.50 | 392.50 |
| 0020 | 726-01-00100 | Bedding Material | 106.4 | CUYD | 1.00 | 106.40 | 88.00 | 9,363.20 | 100.00 | 10,640.00 | 102.00 | 10,852.80 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 110,000.00 | 110,000.00 | 110,000.00 | 110,000.00 | 120,000.00 | 120,000.00 |
| 0022 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 75.00 | 300.00 | 70.00 | 280.00 | 80.00 | 320.00 | 70.00 | 280.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 80.00 | 320.00 | 90.00 | 360.00 | 80.00 | 320.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| 0025 | 804-01-00600 | Precast Concrete Piles (24") | 1,848 | LNFT | 132.00 | 243,936.00 | 104.00 | 192,192.00 | 100.00 | 184,800.00 | 110.00 | 203,280.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 |
| 0027 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 33.4 | CUYD | 1,050.00 | 35,070.00 | 900.00 | 30,060.00 | 1,600.00 | 53,440.00 | 1,100.00 | 36,740.00 |
| 0028 | 805-01-00700 | Class A Concrete (Bents) | 60.4 | CUYD | 975.00 | 58,890.00 | 1,750.00 | 105,700.00 | 1,000.00 | 60,400.00 | 960.00 | 57,984.00 |
| 0029 | 805-04-00100 | Class AA(M) Concrete | 156.9 | CUYD | 1,000.00 | 156,900.00 | 850.00 | 133,365.00 | 875.00 | 137,287.50 | 850.00 | 133,365.00 |
| 0030 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,185 | LNFT | 70.00 | 82,950.00 | 75.00 | 88,875.00 | 60.00 | 71,100.00 | 70.00 | 82,950.00 |
| 0031 | 805-12-04000 | Reinforced Concrete Box Culverts (7' x 7') | 78 | LNFT | 625.00 | 48,750.00 | 600.00 | 46,800.00 | 860.00 | 67,080.00 | 750.00 | 58,500.00 |
| 0032 | 806-01-00100 | Deformed Reinforcing Steel | 57,695 | LB | 1.00 | 57,695.00 | 1.00 | 57,695.00 | 0.90 | 51,925.50 | 1.00 | 57,695.00 |
| 0033 | 807-08-00100 | Structural Metalwork (4272 LBS.) | 1 | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 |
| 0034 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 480 | LNFT | 58.00 | 27,840.00 | 50.00 | 24,000.00 | 65.00 | 31,200.00 | 63.00 | 30,240.00 |
| 0035 | 813-01-00100 | Concrete Approach Slabs (24' CLR RDWY; 90 DEG CROSSING) (W/O ASPHALT) | 55.56 | SQYD | 300.00 | 16,668.00 | 325.00 | 18,057.00 | 375.00 | 20,835.00 | 220.00 | 12,223.20 |
| CONTRACTOR TOTAL | 1,097,015.50 | 1,138,456.30 | 1,158,329.70 | 1,228,033.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 20,000.00 | 20,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1.00 | 1.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA. 100+00 - 21' X169.1' TIMBER BRIDG | 1 | EACH | 28,515.00 | 28,515.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 71,000.00 | 71,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 34 | EACH | 20.00 | 680.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 90 | LNFT | 1.00 | 90.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 3 | EACH | 225.00 | 675.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,804 | LNFT | 2.00 | 3,608.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 174 | CUYD | 75.00 | 13,050.00 |
| 0010 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 41 | LNFT | 250.00 | 10,250.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 23.00 | 1,150.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 72.00 | 7,200.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,420.00 | 9,680.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 1,508 | SQYD | 61.50 | 92,742.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 1,508 | SQYD | 4.00 | 6,032.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 1.6 | TON | 1,325.00 | 2,120.00 |
| 0018 | 717-01-00100 | Seeding | 35 | LB | 22.00 | 770.00 |
| 0019 | 718-01-00100 | Fertilizer | 785 | LB | 1.00 | 785.00 |
| 0020 | 726-01-00100 | Bedding Material | 106.4 | CUYD | 75.00 | 7,980.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0022 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 100.00 | 400.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 |
| 0025 | 804-01-00600 | Precast Concrete Piles (24") | 1,848 | LNFT | 178.00 | 328,944.00 |
| 0026 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 |
| 0027 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 33.4 | CUYD | 1,500.00 | 50,100.00 |
| 0028 | 805-01-00700 | Class A Concrete (Bents) | 60.4 | CUYD | 2,000.00 | 120,800.00 |
| 0029 | 805-04-00100 | Class AA(M) Concrete | 156.9 | CUYD | 1,500.00 | 235,350.00 |
| 0030 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 1,185 | LNFT | 125.00 | 148,125.00 |
| 0031 | 805-12-04000 | Reinforced Concrete Box Culverts (7' x 7') | 78 | LNFT | 570.00 | 44,460.00 |
| 0032 | 806-01-00100 | Deformed Reinforcing Steel | 57,695 | LB | 1.75 | 100,966.25 |
| 0033 | 807-08-00100 | Structural Metalwork (4272 LBS.) | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0034 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 480 | LNFT | 65.00 | 31,200.00 |
| 0035 | 813-01-00100 | Concrete Approach Slabs (24' CLR RDWY; 90 DEG CROSSING) (W/O ASPHALT) | 55.56 | SQYD | 362.00 | 20,112.72 |
| CONTRACTOR TOTAL | 1,454,686.97 | |||||