Bid Tabulations
Letting of
07/14/2010
LA DOTD Headquarters
| Lead Project: 139-01-0013 | |
| Parish: Allen, Beauregard | |
| Routes: LA 113 | |
| Description: US 190 - NORTH 1.8 MILES (DRR) | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, PAVEMENT WIDENING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $2,085,356.81 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,807,644.80 |
| 2 | 34356 | Prairie Contractors Inc. | $1,891,612.25 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $2,125,110.71 |
| 4 | 14096 | Bessette Development Corp. | $2,259,546.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Prairie Contractors Inc. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - Bessette Development Corp. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 600 | LNFT | 4.50 | 2,700.00 | 8.00 | 4,800.00 | 10.00 | 6,000.00 | 2.90 | 1,740.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" Equiv. CMPA | 96 | LNFT | 13.00 | 1,248.00 | 6.00 | 576.00 | 22.00 | 2,112.00 | 17.15 | 1,646.40 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) 42" Equiv. CMPA | 44 | LNFT | 13.00 | 572.00 | 8.00 | 352.00 | 22.00 | 968.00 | 17.15 | 754.60 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) 36" CMP | 168 | LNFT | 13.00 | 2,184.00 | 8.00 | 1,344.00 | 22.00 | 3,696.00 | 17.15 | 2,881.20 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 225.1 | SQYD | 5.00 | 1,125.50 | 7.00 | 1,575.70 | 15.00 | 3,376.50 | 23.50 | 5,289.85 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 6,000.00 | 6,000.00 | 15,000.00 | 15,000.00 | 2,500.00 | 2,500.00 | 22,751.00 | 22,751.00 |
| 0007 | 401-01-00100 | Aggregate Surface Course (Net Section) | 75.1 | CUYD | 83.00 | 6,233.30 | 50.00 | 3,755.00 | 50.00 | 3,755.00 | 131.75 | 9,894.43 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,663 | CUYD | 27.00 | 44,901.00 | 25.00 | 41,575.00 | 35.00 | 58,205.00 | 78.50 | 130,545.50 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 14,960.9 | TON | 71.00 | 1,062,223.90 | 80.00 | 1,196,872.00 | 80.00 | 1,196,872.00 | 87.25 | 1,305,338.53 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 170.3 | TON | 123.00 | 20,946.90 | 400.00 | 68,120.00 | 130.00 | 22,139.00 | 151.00 | 25,715.30 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 135,156 | SQYD | 1.65 | 223,007.40 | 0.75 | 101,367.00 | 1.25 | 168,945.00 | 2.10 | 283,827.60 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -5,632 | CUYD | 0.10 | -563.20 | 8.50 | -47,872.00 | 0.10 | -563.20 | 0.50 | -2,816.00 |
| 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,915 | SQYD | 71.00 | 135,965.00 | 85.00 | 162,775.00 | 125.00 | 239,375.00 | 76.75 | 146,976.25 |
| 0014 | 510-02-00100 | Pavement Widening | 957.6 | SQYD | 52.00 | 49,795.20 | 80.00 | 76,608.00 | 110.00 | 105,336.00 | 80.75 | 77,326.20 |
| 0015 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 96 | LNFT | 78.00 | 7,488.00 | 65.00 | 6,240.00 | 80.00 | 7,680.00 | 104.15 | 9,998.40 |
| 0016 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 168 | LNFT | 119.00 | 19,992.00 | 100.00 | 16,800.00 | 115.00 | 19,320.00 | 145.75 | 24,486.00 |
| 0017 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 44 | LNFT | 190.00 | 8,360.00 | 140.00 | 6,160.00 | 140.00 | 6,160.00 | 218.70 | 9,622.80 |
| 0018 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 240 | LNFT | 36.00 | 8,640.00 | 35.00 | 8,400.00 | 35.00 | 8,400.00 | 32.25 | 7,740.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 112.5 | LNFT | 15.00 | 1,687.50 | 20.00 | 2,250.00 | 20.00 | 2,250.00 | 18.75 | 2,109.38 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 57.00 | 5,700.00 | 55.00 | 5,500.00 | 60.00 | 6,000.00 | 56.25 | 5,625.00 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,100.00 | 8,400.00 | 2,300.00 | 9,200.00 | 2,082.25 | 8,329.00 |
| 0022 | 710-01-00100 | Flowable Fill | 197 | CUYD | 92.00 | 18,124.00 | 125.00 | 24,625.00 | 130.00 | 25,610.00 | 93.75 | 18,468.75 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 14,000.00 | 14,000.00 | 20,000.00 | 20,000.00 | 7,000.00 | 7,000.00 | 9,070.00 | 9,070.00 |
| 0024 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 96 | LNFT | 1.50 | 144.00 | 0.01 | 0.96 | 0.80 | 76.80 | 1.55 | 148.80 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 17.4 | MILE | 150.00 | 2,610.00 | 400.00 | 6,960.00 | 350.00 | 6,090.00 | 312.50 | 5,437.50 |
| 0026 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 15.47 | MILE | 310.00 | 4,795.70 | 0.01 | 0.15 | 1.00 | 15.47 | 312.50 | 4,834.38 |
| 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 43.79 | MILE | 410.00 | 17,953.90 | 0.01 | 0.44 | 1.00 | 43.79 | 416.00 | 18,216.64 |
| 0028 | 717-01-00100 | Seeding | 120 | LB | 15.50 | 1,860.00 | 20.00 | 2,400.00 | 12.00 | 1,440.00 | 10.00 | 1,200.00 |
| 0029 | 718-01-00100 | Fertilizer | 2,000 | LB | 0.40 | 800.00 | 0.50 | 1,000.00 | 0.70 | 1,400.00 | 0.65 | 1,300.00 |
| 0030 | 726-01-00100 | Bedding Material | 32.8 | CUYD | 81.00 | 2,656.80 | 110.00 | 3,608.00 | 85.00 | 2,788.00 | 83.50 | 2,738.80 |
| 0031 | 727-01-00100 | Mobilization | 1 | LUMP | 53,000.00 | 53,000.00 | 80,000.00 | 80,000.00 | 125,000.00 | 125,000.00 | 34,660.20 | 34,660.20 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 81.00 | 324.00 | 85.00 | 340.00 | 84.00 | 336.00 | 130.15 | 520.60 |
| 0033 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,149 | EACH | 5.75 | 6,606.75 | 6.00 | 6,894.00 | 5.90 | 6,779.10 | 5.75 | 6,606.75 |
| 0034 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 96 | LNFT | 8.25 | 792.00 | 9.00 | 864.00 | 5.00 | 480.00 | 8.25 | 792.00 |
| 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 21.895 | MILE | 2,250.00 | 49,263.75 | 2,300.00 | 50,358.50 | 2,700.00 | 59,116.50 | 2,290.50 | 50,150.50 |
| 0036 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.735 | MILE | 1,000.00 | 7,735.00 | 1,100.00 | 8,508.50 | 950.00 | 7,348.25 | 1,041.00 | 8,052.14 |
| 0037 | 735-01-00100 | Mailboxes | 18 | EACH | 1.00 | 18.00 | 20.00 | 360.00 | 15.75 | 283.50 | 1.05 | 18.90 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 17 | EACH | 130.00 | 2,210.00 | 150.00 | 2,550.00 | 140.00 | 2,380.00 | 130.15 | 2,212.55 |
| 0039 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 180.00 | 180.00 | 300.00 | 300.00 | 225.00 | 225.00 | 182.25 | 182.25 |
| 0040 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,500.00 | 6,500.00 | 1.00 | 1.00 | 5,000.00 | 5,000.00 | 13,264.00 | 13,264.00 |
| 0041 | NS-200-00040 | Geotextile Fabric | 268 | SQYD | 2.30 | 616.40 | 3.00 | 804.00 | 4.00 | 1,072.00 | 2.35 | 629.80 |
| 0042 | NS-700-00300 | White Preformed Heat-Applied Retroreflective Thermoplastic Striping Material (Lines) | 240 | LNFT | 5.20 | 1,248.00 | 6.00 | 1,440.00 | 3.75 | 900.00 | 5.25 | 1,260.00 |
| CONTRACTOR TOTAL | 1,807,644.80 | 1,891,612.25 | 2,125,110.71 | 2,259,546.00 | ||||||||