Bid Tabulations
Letting of
11/17/2010
LA DOTD Headquarters
| Lead Project: 713-35-0120 | |
| Parish: Natchitoches | |
| Routes: | |
| Description: GOOD HOPE ROAD BRIDGE OVER LUCE BAYOU | |
| Type Const: GRADING, PORTLAND CEMENT CONCRETE PAVEMENT, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $2,471,499.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $2,051,867.55 |
| 2 | 39462 | Jb James Construction Llc | $2,207,286.40 |
| 3 | 12135 | Blount Bros. Construction, Inc. | $2,261,189.75 |
| 4 | 34567 | James Construction Group Llc | $2,264,865.25 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $2,459,203.00 |
| 6 | 14422 | T. L. Wallace Construction, Inc. | $2,498,836.77 |
| 7 | 09090 | Guinn Brothers, LLC. | $2,899,623.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Jb James Construction Llc |
- 3 - Blount Bros. Construction, Inc. |
- 4 - James Construction Group 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 | 25,000.00 | 25,000.00 | 250,000.00 | 250,000.00 | 50,000.00 | 50,000.00 | 78,000.00 | 78,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+00.00, 19.74 X 182.33 TIMBER BR) | 1 | EACH | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) (CROSS DRAIN) (STA.15+00.00, 120"X45' LONG METAL TANK CAR) | 45 | LNFT | 100.00 | 4,500.00 | 150.00 | 6,750.00 | 200.00 | 9,000.00 | 60.00 | 2,700.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 450,000.00 | 450,000.00 | 400,000.00 | 400,000.00 | 350,000.00 | 350,000.00 | 600,000.00 | 600,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 114 | EACH | 20.00 | 2,280.00 | 5.00 | 570.00 | 15.00 | 1,710.00 | 20.00 | 2,280.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 900 | LNFT | 5.00 | 4,500.00 | 15.00 | 13,500.00 | 15.00 | 13,500.00 | 15.00 | 13,500.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 220.00 | 1,760.00 | 120.00 | 960.00 | 150.00 | 1,200.00 | 225.00 | 1,800.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 6,208 | LNFT | 1.25 | 7,760.00 | 2.00 | 12,416.00 | 3.00 | 18,624.00 | 2.50 | 15,520.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 645.2 | CUYD | 75.00 | 48,390.00 | 100.00 | 64,520.00 | 100.00 | 64,520.00 | 60.00 | 38,712.00 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 100 | LNFT | 22.00 | 2,200.00 | 20.00 | 2,000.00 | 25.00 | 2,500.00 | 20.00 | 2,000.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 65.00 | 13,000.00 | 55.00 | 11,000.00 | 70.00 | 14,000.00 | 55.00 | 11,000.00 |
| 0012 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,300.00 | 18,400.00 | 2,000.00 | 16,000.00 | 2,200.00 | 17,600.00 | 2,000.00 | 16,000.00 |
| 0013 | 705-01-00100 | Barbed Wire Fence | 1,809 | LNFT | 5.90 | 10,673.10 | 7.00 | 12,663.00 | 8.00 | 14,472.00 | 6.25 | 11,306.25 |
| 0014 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 1,528 | SQYD | 66.00 | 100,848.00 | 65.00 | 99,320.00 | 80.00 | 122,240.00 | 58.00 | 88,624.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 1,528 | SQYD | 2.75 | 4,202.00 | 2.50 | 3,820.00 | 4.00 | 6,112.00 | 5.00 | 7,640.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 16,000.00 | 16,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 5.7 | TON | 475.00 | 2,707.50 | 800.00 | 4,560.00 | 600.00 | 3,420.00 | 700.00 | 3,990.00 |
| 0018 | 717-01-00100 | Seeding | 144 | LB | 8.25 | 1,188.00 | 7.00 | 1,008.00 | 20.00 | 2,880.00 | 8.00 | 1,152.00 |
| 0019 | 718-01-00100 | Fertilizer | 2,870 | LB | 0.40 | 1,148.00 | 0.90 | 2,583.00 | 1.00 | 2,870.00 | 0.50 | 1,435.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 200,000.00 | 200,000.00 | 220,000.00 | 220,000.00 | 150,000.00 | 150,000.00 | 220,000.00 | 220,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 85.00 | 680.00 | 80.00 | 640.00 | 110.00 | 880.00 | 72.00 | 576.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 |
| 0023 | 804-01-00600 | Precast Concrete Piles (24") | 2,982 | LNFT | 93.00 | 277,326.00 | 95.00 | 283,290.00 | 175.00 | 521,850.00 | 115.00 | 342,930.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 2,500.00 | 5,000.00 | 100.00 | 200.00 | 2,500.00 | 5,000.00 | 3,000.00 | 6,000.00 |
| 0025 | 805-01-00700 | Class A Concrete (Bents) | 115.38 | CUYD | 1,100.00 | 126,918.00 | 1,100.00 | 126,918.00 | 700.00 | 80,766.00 | 800.00 | 92,304.00 |
| 0026 | 805-03-00100 | Class AA Concrete | 291.06 | CUYD | 1,000.00 | 291,060.00 | 850.00 | 247,401.00 | 700.00 | 203,742.00 | 925.00 | 269,230.50 |
| 0027 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 2,172.5 | LNFT | 50.00 | 108,625.00 | 58.00 | 126,005.00 | 80.00 | 173,800.00 | 45.00 | 97,762.50 |
| 0028 | 806-01-00100 | Deformed Reinforcing Steel | 82,003 | LB | 0.65 | 53,301.95 | 0.80 | 65,602.40 | 1.25 | 102,503.75 | 1.00 | 82,003.00 |
| 0029 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 45,000.00 | 45,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 |
| 0030 | 810-01-00100 | Concrete Railing (Standard Barrier) | 880 | LNFT | 80.00 | 70,400.00 | 62.00 | 54,560.00 | 100.00 | 88,000.00 | 55.00 | 48,400.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) | 4 | EACH | 25,000.00 | 100,000.00 | 20,000.00 | 80,000.00 | 25,000.00 | 100,000.00 | 22,500.00 | 90,000.00 |
| CONTRACTOR TOTAL | 2,051,867.55 | 2,207,286.40 | 2,261,189.75 | 2,264,865.25 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - T. L. Wallace Construction, Inc. |
- 7 - Guinn Brothers, LLC. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 80,000.00 | 80,000.00 | 150,000.00 | 150,000.00 | 90,000.00 | 90,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+00.00, 19.74 X 182.33 TIMBER BR) | 1 | EACH | 25,000.00 | 25,000.00 | 47,000.00 | 47,000.00 | 30,000.00 | 30,000.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) (CROSS DRAIN) (STA.15+00.00, 120"X45' LONG METAL TANK CAR) | 45 | LNFT | 200.00 | 9,000.00 | 360.00 | 16,200.00 | 555.50 | 24,997.50 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 600,000.00 | 600,000.00 | 389,000.00 | 389,000.00 | 720,000.00 | 720,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 114 | EACH | 10.00 | 1,140.00 | 5.55 | 632.70 | 10.00 | 1,140.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 900 | LNFT | 20.00 | 18,000.00 | 8.90 | 8,010.00 | 1.00 | 900.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 200.00 | 1,600.00 | 140.00 | 1,120.00 | 100.00 | 800.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 6,208 | LNFT | 2.50 | 15,520.00 | 2.20 | 13,657.60 | 3.00 | 18,624.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 645.2 | CUYD | 90.00 | 58,068.00 | 99.00 | 63,874.80 | 95.00 | 61,294.00 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 100 | LNFT | 21.00 | 2,100.00 | 28.00 | 2,800.00 | 25.00 | 2,500.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 60.00 | 12,000.00 | 61.00 | 12,200.00 | 60.00 | 12,000.00 |
| 0012 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,100.00 | 16,800.00 | 2,300.00 | 18,400.00 | 2,300.00 | 18,400.00 |
| 0013 | 705-01-00100 | Barbed Wire Fence | 1,809 | LNFT | 6.50 | 11,758.50 | 8.35 | 15,105.15 | 15.00 | 27,135.00 |
| 0014 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 1,528 | SQYD | 70.00 | 106,960.00 | 66.00 | 100,848.00 | 100.00 | 152,800.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 1,528 | SQYD | 3.00 | 4,584.00 | 2.80 | 4,278.40 | 4.00 | 6,112.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 28,000.00 | 28,000.00 | 20,000.00 | 20,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 5.7 | TON | 700.00 | 3,990.00 | 890.00 | 5,073.00 | 850.00 | 4,845.00 |
| 0018 | 717-01-00100 | Seeding | 144 | LB | 8.00 | 1,152.00 | 8.35 | 1,202.40 | 15.00 | 2,160.00 |
| 0019 | 718-01-00100 | Fertilizer | 2,870 | LB | 0.75 | 2,152.50 | 1.10 | 3,157.00 | 1.00 | 2,870.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 | 370,000.00 | 370,000.00 | 400,000.00 | 400,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 120.00 | 960.00 | 100.00 | 800.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | 42,000.00 | 42,000.00 |
| 0023 | 804-01-00600 | Precast Concrete Piles (24") | 2,982 | LNFT | 115.00 | 342,930.00 | 120.00 | 357,840.00 | 138.00 | 411,516.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1,000.00 | 2,000.00 | 21,000.00 | 42,000.00 | 1.00 | 2.00 |
| 0025 | 805-01-00700 | Class A Concrete (Bents) | 115.38 | CUYD | 1,500.00 | 173,070.00 | 1,100.00 | 126,918.00 | 950.00 | 109,611.00 |
| 0026 | 805-03-00100 | Class AA Concrete | 291.06 | CUYD | 1,250.00 | 363,825.00 | 990.00 | 288,149.40 | 850.00 | 247,401.00 |
| 0027 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 2,172.5 | LNFT | 60.00 | 130,350.00 | 55.00 | 119,487.50 | 105.00 | 228,112.50 |
| 0028 | 806-01-00100 | Deformed Reinforcing Steel | 82,003 | LB | 1.00 | 82,003.00 | 0.94 | 77,082.82 | 1.00 | 82,003.00 |
| 0029 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | 48,000.00 | 48,000.00 |
| 0030 | 810-01-00100 | Concrete Railing (Standard Barrier) | 880 | LNFT | 70.00 | 61,600.00 | 68.00 | 59,840.00 | 70.00 | 61,600.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) | 4 | EACH | 22,000.00 | 88,000.00 | 24,000.00 | 96,000.00 | 18,000.00 | 72,000.00 |
| CONTRACTOR TOTAL | 2,459,203.00 | 2,498,836.77 | 2,899,623.00 | |||||||