Bid Tabulations
Letting of
03/13/2013
LA DOTD Headquarters
| Lead Project: H.006043.6 | |
| Parish: Bossier | |
| Routes: | |
| Description: DOGWOOD TRAIL BRIDGE OVER RED CHUTE BAYOU | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PRECAST PRESTRESSED CONCRETE GIRDER SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $1,650,349.65 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $1,285,763.71 |
| 2 | 39462 | Jb James Construction Llc | $1,367,766.02 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $1,577,913.82 |
| 4 | 49239 | WL Bass Construction Inc. | $1,638,357.20 |
| 5 | 12135 | Blount Bros. Construction, Inc. | $1,716,448.75 |
| 6 | 01012 | Cecil D. Gassiott, LLC | $2,215,192.20 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - Jb James Construction Llc |
- 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 | 10,000.00 | 10,000.00 | 70,000.00 | 70,000.00 | 55,000.00 | 55,000.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA.15+00.20, 30' X151.72' CONCRETE BR) | 1 | EACH | 25,000.00 | 25,000.00 | 15,800.00 | 15,800.00 | 150,000.00 | 150,000.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 314 | SQYD | 4.00 | 1,256.00 | 12.00 | 3,768.00 | 7.30 | 2,292.20 | 5.00 | 1,570.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,540.6 | SQYD | 3.00 | 7,621.80 | 6.00 | 15,243.60 | 8.00 | 20,324.80 | 5.00 | 12,703.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 35,000.00 | 35,000.00 | 85,000.00 | 85,000.00 | 75,500.00 | 75,500.00 | 45,000.00 | 45,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 21 | EACH | 22.00 | 462.00 | 20.00 | 420.00 | 17.00 | 357.00 | 20.00 | 420.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 7.00 | 560.00 | 10.00 | 800.00 | 11.00 | 880.00 | 1.00 | 80.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,629 | LNFT | 2.75 | 4,479.75 | 2.00 | 3,258.00 | 1.70 | 2,769.30 | 0.50 | 814.50 |
| 0009 | 302-01-00100 | Class II Base Course | 571.3 | CUYD | 118.00 | 67,413.40 | 26.00 | 14,853.80 | 120.00 | 68,556.00 | 115.00 | 65,699.50 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 21 | CUYD | 100.00 | 2,100.00 | 125.00 | 2,625.00 | 150.00 | 3,150.00 | 95.00 | 1,995.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 13.00 | 1,300.00 | 55.00 | 5,500.00 | 10.00 | 1,000.00 | 45.00 | 4,500.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 704.6 | TON | 128.50 | 90,541.10 | 129.00 | 90,893.40 | 120.00 | 84,552.00 | 185.00 | 130,351.00 |
| 0013 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 | 1,850.00 | 1,850.00 | 2,750.00 | 2,750.00 |
| 0014 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 2,550.00 | 10,200.00 | 2,000.00 | 8,000.00 |
| 0015 | 706-01-00300 | Concrete Walk (6" Thick) | 305.5 | SQYD | 40.00 | 12,220.00 | 45.00 | 13,747.50 | 58.00 | 17,719.00 | 40.00 | 12,220.00 |
| 0016 | 707-01-00200 | Concrete Curb (Barrier) | 208.2 | LNFT | 19.00 | 3,955.80 | 7.00 | 1,457.40 | 36.00 | 7,495.20 | 30.00 | 6,246.00 |
| 0017 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 758 | SQYD | 130.00 | 98,540.00 | 75.00 | 56,850.00 | 67.50 | 51,165.00 | 60.00 | 45,480.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 758 | SQYD | 6.00 | 4,548.00 | 1.50 | 1,137.00 | 2.00 | 1,516.00 | 3.00 | 2,274.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,200.00 | 1,200.00 |
| 0021 | 717-01-00100 | Seeding | 25 | LB | 25.00 | 625.00 | 25.00 | 625.00 | 26.00 | 650.00 | 20.00 | 500.00 |
| 0022 | 718-01-00100 | Fertilizer | 500 | LB | 1.50 | 750.00 | 1.50 | 750.00 | 1.60 | 800.00 | 2.00 | 1,000.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 117,000.00 | 117,000.00 | 130,000.00 | 130,000.00 | 138,000.00 | 138,000.00 | 100,000.00 | 100,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 80.00 | 320.00 | 95.00 | 380.00 | 75.00 | 300.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,500.00 | 6,500.00 | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 | 30,000.00 | 30,000.00 |
| 0026 | 804-01-00600 | Precast Concrete Piles (24") | 2,720 | LNFT | 95.00 | 258,400.00 | 85.00 | 231,200.00 | 87.00 | 236,640.00 | 152.00 | 413,440.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,450.00 | 1,450.00 | 100.00 | 100.00 | 4,500.00 | 4,500.00 | 1.00 | 1.00 |
| 0028 | 805-01-00700 | Class A Concrete (Bents) | 92.02 | CUYD | 900.00 | 82,818.00 | 1,000.00 | 92,020.00 | 941.00 | 86,590.82 | 900.00 | 82,818.00 |
| 0029 | 805-04-00100 | Class AA(M) Concrete | 227.58 | CUYD | 600.00 | 136,548.00 | 775.00 | 176,374.50 | 815.00 | 185,477.70 | 1,070.00 | 243,510.60 |
| 0030 | 805-11-00100 | Strip Seal Joints | 78.21 | LNFT | 100.00 | 7,821.00 | 150.00 | 11,731.50 | 210.00 | 16,424.10 | 260.00 | 20,334.60 |
| 0031 | 806-01-00100 | Deformed Reinforcing Steel | 74,874 | LB | 1.00 | 74,874.00 | 1.00 | 74,874.00 | 1.00 | 74,874.00 | 1.00 | 74,874.00 |
| 0032 | 807-08-00100 | Structural Metalwork (974 LBS.) | 1 | LUMP | 2,000.00 | 2,000.00 | 9,000.00 | 9,000.00 | 13,000.00 | 13,000.00 | 20,000.00 | 20,000.00 |
| 0033 | 810-01-00100 | Concrete Railing (Standard Barrier) | 133.34 | LNFT | 78.00 | 10,400.52 | 62.00 | 8,267.08 | 85.00 | 11,333.90 | 75.00 | 10,000.50 |
| 0034 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 266.66 | LNFT | 79.00 | 21,066.14 | 64.00 | 17,066.24 | 80.00 | 21,332.80 | 75.00 | 19,999.50 |
| 0035 | 810-03-00100 | Pipe Railing | 200 | LNFT | 100.00 | 20,000.00 | 90.00 | 18,000.00 | 74.00 | 14,800.00 | 70.00 | 14,000.00 |
| 0036 | 810-05-00100 | Pipe and Concrete Railing | 200 | LNFT | 90.00 | 18,000.00 | 152.00 | 30,400.00 | 150.00 | 30,000.00 | 70.00 | 14,000.00 |
| 0037 | NS-800-00040 | Concrete Approach Slabs (32' CLR RDWY; 20' LONG; 90 DEG XING) | 2 | EACH | 14,000.00 | 28,000.00 | 7,500.00 | 15,000.00 | 19,500.00 | 39,000.00 | 10,000.00 | 20,000.00 |
| 0038 | NS-800-00182 | Precast Prestressed Concrete Girder (Type Quad Beam) Class P (HPC) | 1,400 | LNFT | 70.00 | 98,000.00 | 80.00 | 112,000.00 | 74.00 | 103,600.00 | 80.00 | 112,000.00 |
| 0039 | NS-800-00560 | Deformed Reinforcing Steel (Stainless Steel) | 5,046 | LB | 4.20 | 21,193.20 | 4.00 | 20,184.00 | 4.00 | 20,184.00 | 6.00 | 30,276.00 |
| CONTRACTOR TOTAL | 1,285,763.71 | 1,367,766.02 | 1,577,913.82 | 1,638,357.20 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Blount Bros. Construction, Inc. |
- 6 - Cecil D. Gassiott, LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 10,000.00 | 10,000.00 | 100,000.00 | 100,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA.15+00.20, 30' X151.72' CONCRETE BR) | 1 | EACH | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 314 | SQYD | 14.00 | 4,396.00 | 15.00 | 4,710.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 2,540.6 | SQYD | 6.00 | 15,243.60 | 10.00 | 25,406.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 55,000.00 | 55,000.00 | 100,000.00 | 100,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 21 | EACH | 14.00 | 294.00 | 17.00 | 357.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 80 | LNFT | 9.00 | 720.00 | 5.00 | 400.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,629 | LNFT | 3.00 | 4,887.00 | 2.00 | 3,258.00 |
| 0009 | 302-01-00100 | Class II Base Course | 571.3 | CUYD | 88.00 | 50,274.40 | 100.00 | 57,130.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 21 | CUYD | 40.00 | 840.00 | 100.00 | 2,100.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 35.00 | 3,500.00 | 90.00 | 9,000.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 704.6 | TON | 160.00 | 112,736.00 | 142.00 | 100,053.20 |
| 0013 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 2,000.00 | 2,000.00 | 3,500.00 | 3,500.00 |
| 0014 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 3,200.00 | 12,800.00 | 3,000.00 | 12,000.00 |
| 0015 | 706-01-00300 | Concrete Walk (6" Thick) | 305.5 | SQYD | 55.00 | 16,802.50 | 40.00 | 12,220.00 |
| 0016 | 707-01-00200 | Concrete Curb (Barrier) | 208.2 | LNFT | 25.00 | 5,205.00 | 30.00 | 6,246.00 |
| 0017 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 758 | SQYD | 55.00 | 41,690.00 | 86.00 | 65,188.00 |
| 0018 | 711-04-00100 | Geotextile Fabric | 758 | SQYD | 3.00 | 2,274.00 | 3.00 | 2,274.00 |
| 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 |
| 0020 | 716-01-00100 | Mulch (Vegetative) | 1 | TON | 700.00 | 700.00 | 2,000.00 | 2,000.00 |
| 0021 | 717-01-00100 | Seeding | 25 | LB | 10.00 | 250.00 | 25.00 | 625.00 |
| 0022 | 718-01-00100 | Fertilizer | 500 | LB | 1.00 | 500.00 | 2.00 | 1,000.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 100.00 | 400.00 |
| 0025 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 0026 | 804-01-00600 | Precast Concrete Piles (24") | 2,720 | LNFT | 180.00 | 489,600.00 | 200.00 | 544,000.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 2,000.00 | 2,000.00 | 50,000.00 | 50,000.00 |
| 0028 | 805-01-00700 | Class A Concrete (Bents) | 92.02 | CUYD | 800.00 | 73,616.00 | 2,250.00 | 207,045.00 |
| 0029 | 805-04-00100 | Class AA(M) Concrete | 227.58 | CUYD | 750.00 | 170,685.00 | 1,100.00 | 250,338.00 |
| 0030 | 805-11-00100 | Strip Seal Joints | 78.21 | LNFT | 175.00 | 13,686.75 | 200.00 | 15,642.00 |
| 0031 | 806-01-00100 | Deformed Reinforcing Steel | 74,874 | LB | 1.50 | 112,311.00 | 2.00 | 149,748.00 |
| 0032 | 807-08-00100 | Structural Metalwork (974 LBS.) | 1 | LUMP | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 |
| 0033 | 810-01-00100 | Concrete Railing (Standard Barrier) | 133.34 | LNFT | 110.00 | 14,667.40 | 100.00 | 13,334.00 |
| 0034 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 266.66 | LNFT | 110.00 | 29,332.60 | 100.00 | 26,666.00 |
| 0035 | 810-03-00100 | Pipe Railing | 200 | LNFT | 140.00 | 28,000.00 | 60.00 | 12,000.00 |
| 0036 | 810-05-00100 | Pipe and Concrete Railing | 200 | LNFT | 175.00 | 35,000.00 | 140.00 | 28,000.00 |
| 0037 | NS-800-00040 | Concrete Approach Slabs (32' CLR RDWY; 20' LONG; 90 DEG XING) | 2 | EACH | 22,000.00 | 44,000.00 | 10,000.00 | 20,000.00 |
| 0038 | NS-800-00182 | Precast Prestressed Concrete Girder (Type Quad Beam) Class P (HPC) | 1,400 | LNFT | 125.00 | 175,000.00 | 100.00 | 140,000.00 |
| 0039 | NS-800-00560 | Deformed Reinforcing Steel (Stainless Steel) | 5,046 | LB | 6.25 | 31,537.50 | 12.00 | 60,552.00 |
| CONTRACTOR TOTAL | 1,716,448.75 | 2,215,192.20 | ||||||