Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: 713-10-0107 | |
| Parish: Calcasieu | |
| Routes: | |
| Description: MILLER AVENUE BRIDGE OVER MARINO BAYOU | |
| Type Const: GRADING, CLASS II BASE COURSE, DRAINAGE STRUCTURES, SUPERPAVE ASPHALTIC PAVEMENT, SLAB SPAN BRIDGE AND RELATED WORK. | |
| Estimated Construction Cost: $1,357,412.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 01012 | Cecil D. Gassiott, LLC | $1,523,210.60 |
| 2 | 39462 | Jb James Construction Llc | $1,537,924.40 |
| 3 | 09090 | Guinn Brothers, LLC. | $1,862,850.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Cecil D. Gassiott, LLC |
- 2 - Jb James Construction Llc |
- 3 - Guinn Brothers, LLC. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | 8,000.00 | 8,000.00 |
| 0002 | 202-02-02000 | Removal of Asphalt Drives | 196 | SQYD | 10.00 | 1,960.00 | 7.00 | 1,372.00 | 6.00 | 1,176.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA. 105+47.41; 94.8' X 32' 5-SPAN CONCRETE & TIMBER BRIDGE) | 1 | EACH | 26,000.00 | 26,000.00 | 26,000.00 | 26,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 72 | SQYD | 25.00 | 1,800.00 | 9.00 | 648.00 | 6.00 | 432.00 |
| 0005 | 202-02-32120 | Removal of Pipe (Side Drain) (STA 103+03,,LT OF APCL; 18" RCP) | 204 | LNFT | 6.00 | 1,224.00 | 5.00 | 1,020.00 | 10.00 | 2,040.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,680.3 | SQYD | 2.00 | 3,360.60 | 6.00 | 10,081.80 | 6.00 | 10,081.80 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 48,000.00 | 48,000.00 | 220,000.00 | 220,000.00 | 42,500.00 | 42,500.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 38 | EACH | 15.00 | 570.00 | 15.00 | 570.00 | 10.00 | 380.00 |
| 0009 | 204-03-00100 | Temporary Slope Drains | 66 | LNFT | 30.00 | 1,980.00 | 20.00 | 1,320.00 | 1.00 | 66.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 1 | EACH | 150.00 | 150.00 | 150.00 | 150.00 | 100.00 | 100.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 1,140 | LNFT | 2.50 | 2,850.00 | 2.20 | 2,508.00 | 3.00 | 3,420.00 |
| 0012 | 302-01-00700 | Class II Base Course (Stone) | 773.3 | CUYD | 100.00 | 77,330.00 | 25.00 | 19,332.50 | 85.00 | 65,730.50 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 54.04 | TON | 400.00 | 21,616.00 | 100.00 | 5,404.00 | 225.00 | 12,159.00 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 125.00 | 12,500.00 | 60.00 | 6,000.00 | 0.00 | 0.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 318 | TON | 175.00 | 55,650.00 | 150.00 | 47,700.00 | 175.00 | 55,650.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 71.6 | TON | 200.00 | 14,320.00 | 190.00 | 13,604.00 | 200.00 | 14,320.00 |
| 0017 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 18 | LNFT | 58.00 | 1,044.00 | 52.00 | 936.00 | 100.00 | 1,800.00 |
| 0018 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 267 | LNFT | 60.00 | 16,020.00 | 55.00 | 14,685.00 | 45.00 | 12,015.00 |
| 0019 | 701-09-00100 | Fabricating Pipe Fittings | 1 | EACH | 750.00 | 750.00 | 700.00 | 700.00 | 1,000.00 | 1,000.00 |
| 0020 | 701-14-00100 | Cleaning Existing Pipes | 28 | LNFT | 22.00 | 616.00 | 20.00 | 560.00 | 100.00 | 2,800.00 |
| 0021 | 702-03-00100 | Catch Basins (CB-01) | 5 | EACH | 3,000.00 | 15,000.00 | 2,700.00 | 13,500.00 | 3,000.00 | 15,000.00 |
| 0022 | 702-08-00100 | Side Drain Safety End (Type I) | 1 | EACH | 1,300.00 | 1,300.00 | 1,300.00 | 1,300.00 | 1,800.00 | 1,800.00 |
| 0023 | 704-03-00100 | Blocked Out Guard Rail | 12.5 | LNFT | 31.00 | 387.50 | 30.00 | 375.00 | 40.00 | 500.00 |
| 0024 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 25 | LNFT | 65.00 | 1,625.00 | 60.00 | 1,500.00 | 70.00 | 1,750.00 |
| 0025 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,300.00 | 9,200.00 | 2,500.00 | 10,000.00 |
| 0026 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 941 | SQYD | 60.00 | 56,460.00 | 50.00 | 47,050.00 | 70.00 | 65,870.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 941 | SQYD | 3.00 | 2,823.00 | 2.00 | 1,882.00 | 5.00 | 4,705.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 14,000.00 | 14,000.00 | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 0.7 | TON | 2,000.00 | 1,400.00 | 2,000.00 | 1,400.00 | 1,500.00 | 1,050.00 |
| 0030 | 717-01-00100 | Seeding | 17 | LB | 26.00 | 442.00 | 25.00 | 425.00 | 25.00 | 425.00 |
| 0031 | 718-01-00100 | Fertilizer | 370 | LB | 2.00 | 740.00 | 2.00 | 740.00 | 1.00 | 370.00 |
| 0032 | 726-01-00100 | Bedding Material | 8 | CUYD | 180.00 | 1,440.00 | 80.00 | 640.00 | 100.00 | 800.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 180,000.00 | 180,000.00 | 150,000.00 | 150,000.00 | 185,000.00 | 185,000.00 |
| 0034 | 729-16-00200 | Object Marker Assembly (Type 2) | 1 | EACH | 80.00 | 80.00 | 80.00 | 80.00 | 100.00 | 100.00 |
| 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 80.00 | 320.00 | 100.00 | 400.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 243 | EACH | 5.50 | 1,336.50 | 12.00 | 2,916.00 | 8.00 | 1,944.00 |
| 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.458 | MILE | 16,000.00 | 7,328.00 | 5,000.00 | 2,290.00 | 20,000.00 | 9,160.00 |
| 0038 | 735-01-00100 | Mailboxes | 1 | EACH | 12.00 | 12.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 0039 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 150.00 | 150.00 | 250.00 | 250.00 | 100.00 | 100.00 |
| 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 |
| 0041 | 804-01-00300 | Precast Concrete Piles (16") | 2,240 | LNFT | 69.00 | 154,560.00 | 70.00 | 156,800.00 | 68.00 | 152,320.00 |
| 0042 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | 1.00 | 1.00 |
| 0043 | 805-10-00100 | Bridge Superstructure and Substructure (32' CLR RDWY 90 DEG CROSSING) | 7 | SPAN | 42,800.00 | 299,600.00 | 35,000.00 | 245,000.00 | 45,000.00 | 315,000.00 |
| 0044 | 810-01-00100 | Concrete Railing (Standard Barrier) | 400 | LNFT | 70.00 | 28,000.00 | 70.00 | 28,000.00 | 95.00 | 38,000.00 |
| 0045 | 813-02-00100 | Concrete Approach Slabs (Pile Supported) (32' CLR RDWY 90 DEG CROSSING) (CURVED) | 766.67 | SQYD | 500.00 | 383,335.00 | 520.00 | 398,668.40 | 950.00 | 728,336.50 |
| 0046 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 792 | INLF | 1.00 | 792.00 | 0.90 | 712.80 | 3.00 | 2,376.00 |
| 0047 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 439 | INLF | 1.00 | 439.00 | 1.10 | 482.90 | 7.00 | 3,073.00 |
| 0048 | NS-800-00040 | Concrete Approach Slabs (32' CLR RDWY 90 DEG CROSSING) (W/O ASPHALT) | 1 | EACH | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0049 | NS-804-00001 | Vibration Monitoring | 108 | EACH | 300.00 | 32,400.00 | 100.00 | 10,800.00 | 375.00 | 40,500.00 |
| CONTRACTOR TOTAL | 1,523,210.60 | 1,537,924.40 | 1,862,850.80 | |||||||