Bid Tabulations
Letting of
07/11/2012
LA DOTD Headquarters
| Lead Project: H.001080.6 | |
| Parish: Desoto | |
| Routes: LA 175 | |
| Description: Frierson Branch Bridge | |
| Type Const: GRADING, CLASS II BASE COURSE, DRAINAGE STRUCTRUES, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $2,030,779.31 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12135 | Blount Bros. Construction, Inc. | $2,424,533.90 |
| 2 | 01012 | Cecil D. Gassiott, LLC | $2,627,002.94 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $2,714,638.13 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Blount Bros. Construction, Inc. |
- 2 - Cecil D. Gassiott, LLC |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 | 150,000.00 | 150,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 9,081.5 | SQYD | 6.00 | 54,489.00 | 3.00 | 27,244.50 | 2.50 | 22,703.75 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 66+43, 24ft x 76ft, Precast Concrete Slab Bridge | 1 | EACH | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | 60,000.00 | 60,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 403 | LNFT | 10.00 | 4,030.00 | 5.00 | 2,015.00 | 6.00 | 2,418.00 |
| 0006 | 203-01-00100 | General Excavation | 9,348 | CUYD | 8.00 | 74,784.00 | 5.25 | 49,077.00 | 6.00 | 56,088.00 |
| 0007 | 203-03-00100 | Embankment | 21,940 | CUYD | 12.00 | 263,280.00 | 19.00 | 416,860.00 | 21.00 | 460,740.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 68 | EACH | 150.00 | 10,200.00 | 138.98 | 9,450.64 | 130.00 | 8,840.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 3,260 | LNFT | 3.00 | 9,780.00 | 2.00 | 6,520.00 | 1.53 | 4,987.80 |
| 0010 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,994.9 | SQYD | 21.00 | 209,892.90 | 25.00 | 249,872.50 | 25.00 | 249,872.50 |
| 0011 | 304-05-00100 | Lime Treatment (Type E) | 13.52 | TON | 300.00 | 4,056.00 | 100.00 | 1,352.00 | 650.00 | 8,788.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 52 | CUYD | 40.00 | 2,080.00 | 100.00 | 5,200.00 | 130.00 | 6,760.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 45.00 | 4,500.00 | 99.00 | 9,900.00 | 85.00 | 8,500.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 4,224.5 | TON | 130.00 | 549,185.00 | 156.00 | 659,022.00 | 125.00 | 528,062.50 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 567.9 | TON | 150.00 | 85,185.00 | 160.00 | 90,864.00 | 145.00 | 82,345.50 |
| 0016 | 701-01-01080 | Cross Drain Pipe (48" RCP/PP) | 208 | LNFT | 170.00 | 35,360.00 | 200.00 | 41,600.00 | 130.00 | 27,040.00 |
| 0017 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 264 | LNFT | 30.00 | 7,920.00 | 60.00 | 15,840.00 | 45.00 | 11,880.00 |
| 0018 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 104 | LNFT | 60.00 | 6,240.00 | 80.00 | 8,320.00 | 65.00 | 6,760.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 106.25 | LNFT | 40.00 | 4,250.00 | 20.00 | 2,125.00 | 20.00 | 2,125.00 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 80.00 | 8,000.00 | 62.00 | 6,200.00 | 60.00 | 6,000.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 |
| 0022 | 705-01-00100 | Barbed Wire Fence | 3,540 | LNFT | 8.00 | 28,320.00 | 6.50 | 23,010.00 | 6.00 | 21,240.00 |
| 0023 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 900.00 | 1,800.00 | 600.00 | 1,200.00 | 550.00 | 1,100.00 |
| 0024 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 165 | LNFT | 25.00 | 4,125.00 | 22.00 | 3,630.00 | 22.00 | 3,630.00 |
| 0025 | 705-06-00300 | Chain Link Fence (6-Foot Height) | 195 | LNFT | 35.00 | 6,825.00 | 26.00 | 5,070.00 | 27.00 | 5,265.00 |
| 0026 | 705-07-01040 | 3-Foot Single Gates for Chain Link Fence (6-Foot Height) | 1 | EACH | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 825.00 | 825.00 |
| 0027 | 705-08-09000 | 20-Foot Double Gates for Chain Link Fence (4-Foot Height) | 1 | DBGT | 2,200.00 | 2,200.00 | 1,500.00 | 1,500.00 | 1,700.00 | 1,700.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 30 | EACH | 350.00 | 10,500.00 | 150.00 | 4,500.00 | 235.00 | 7,050.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 30 | EACH | 300.00 | 9,000.00 | 50.00 | 1,500.00 | 235.00 | 7,050.00 |
| 0030 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 280 | SQYD | 60.00 | 16,800.00 | 70.00 | 19,600.00 | 50.00 | 14,000.00 |
| 0031 | 711-04-00100 | Geotextile Fabric | 280 | SQYD | 3.00 | 840.00 | 3.00 | 840.00 | 2.75 | 770.00 |
| 0032 | 712-04-00100 | Flexible Revetment | 600 | SQYD | 60.00 | 36,000.00 | 65.00 | 39,000.00 | 65.00 | 39,000.00 |
| 0033 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 75,000.00 | 75,000.00 |
| 0034 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 48 | LNFT | 10.00 | 480.00 | 2.00 | 96.00 | 1.20 | 57.60 |
| 0035 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.306 | MILE | 1,000.00 | 1,306.00 | 500.00 | 653.00 | 360.00 | 470.16 |
| 0036 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.306 | MILE | 1,000.00 | 1,306.00 | 450.00 | 587.70 | 595.00 | 777.07 |
| 0037 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 2.612 | MILE | 1,000.00 | 2,612.00 | 550.00 | 1,436.60 | 700.00 | 1,828.40 |
| 0038 | 716-01-00100 | Mulch (Vegetative) | 25 | TON | 700.00 | 17,500.00 | 500.00 | 12,500.00 | 595.00 | 14,875.00 |
| 0039 | 717-01-00100 | Seeding | 1,000 | LB | 20.00 | 20,000.00 | 8.00 | 8,000.00 | 8.90 | 8,900.00 |
| 0040 | 718-01-00100 | Fertilizer | 12,500 | LB | 1.00 | 12,500.00 | 0.50 | 6,250.00 | 0.45 | 5,625.00 |
| 0041 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 4,650 | SQYD | 2.00 | 9,300.00 | 1.00 | 4,650.00 | 1.20 | 5,580.00 |
| 0042 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 350 | SQYD | 2.00 | 700.00 | 2.00 | 700.00 | 2.00 | 700.00 |
| 0043 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 450 | SQYD | 2.00 | 900.00 | 2.00 | 900.00 | 2.30 | 1,035.00 |
| 0044 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 |
| 0045 | 726-01-00100 | Bedding Material | 112.9 | CUYD | 80.00 | 9,032.00 | 125.00 | 14,112.50 | 75.00 | 8,467.50 |
| 0046 | 727-01-00100 | Mobilization | 1 | LUMP | 60,000.00 | 60,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 |
| 0047 | 729-16-00200 | Object Marker Assembly (Type 2) | 2 | EACH | 150.00 | 300.00 | 55.00 | 110.00 | 80.00 | 160.00 |
| 0048 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 200.00 | 800.00 | 65.00 | 260.00 | 90.00 | 360.00 |
| 0049 | 729-19-00100 | Dead End Road Installations (Type A) | 1 | EACH | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | 1,900.00 | 1,900.00 |
| 0050 | 731-02-00100 | Reflectorized Raised Pavement Markers | 173 | EACH | 10.00 | 1,730.00 | 6.00 | 1,038.00 | 6.25 | 1,081.25 |
| 0051 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 24 | LNFT | 6.00 | 144.00 | 5.00 | 120.00 | 5.95 | 142.80 |
| 0052 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.767 | MILE | 3,000.00 | 8,301.00 | 2,500.00 | 6,917.50 | 3,500.00 | 9,684.50 |
| 0053 | 735-01-00100 | Mailboxes | 1 | EACH | 100.00 | 100.00 | 20.00 | 20.00 | 1.20 | 1.20 |
| 0054 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 300.00 | 300.00 | 150.00 | 150.00 | 145.00 | 145.00 |
| 0055 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 |
| 0056 | 804-01-00600 | Precast Concrete Piles (24") | 1,368 | LNFT | 180.00 | 246,240.00 | 135.00 | 184,680.00 | 110.00 | 150,480.00 |
| 0057 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | 7,500.00 | 7,500.00 |
| 0058 | 805-01-00700 | Class A Concrete (Bents) | 67.82 | CUYD | 800.00 | 54,256.00 | 1,050.00 | 71,211.00 | 840.00 | 56,968.80 |
| 0059 | 805-03-00100 | Class AA Concrete | 159.5 | CUYD | 750.00 | 119,625.00 | 900.00 | 143,550.00 | 675.00 | 107,662.50 |
| 0060 | 806-01-00100 | Deformed Reinforcing Steel | 39,861 | LB | 2.00 | 79,722.00 | 1.00 | 39,861.00 | 0.90 | 35,874.90 |
| 0061 | 810-01-00100 | Concrete Railing (Standard Barrier) | 200 | LNFT | 120.00 | 24,000.00 | 70.00 | 14,000.00 | 80.00 | 16,000.00 |
| 0062 | 813-01-00100 | Concrete Approach Slabs | 328.88 | SQYD | 350.00 | 115,108.00 | 225.00 | 73,998.00 | 230.00 | 75,642.40 |
| 0063 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 363 | INLF | 10.00 | 3,630.00 | 3.00 | 1,089.00 | 6.00 | 2,178.00 |
| CONTRACTOR TOTAL | 2,424,533.90 | 2,627,002.94 | 2,714,638.13 | |||||||