Bid Tabulations
Letting of
01/25/2012
LA DOTD Headquarters
| Lead Project: H.000140.6 | |
| Parish: Lincoln | |
| Routes: US 80 | |
| Description: EAST RUSTON CITY LIMITS TO EAST CHOUDRANT CITY LIMITS | |
| Type Const: CLEARING AND GRUBBING, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $1,521,354.22 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $1,442,463.88 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,558,683.52 |
| 3 | 05789 | D & J Construction Co., Inc. | $1,650,818.11 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | 1 | LUMP | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 |
| 0002 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,836.9 | CUYD | 88.00 | 161,647.20 | 24.00 | 44,085.60 | 15.00 | 27,553.50 |
| 0003 | 501-01-00005 | Thin Asphaltic Concrete (Coarse Mix) | 3,802.5 | TON | 127.00 | 482,917.50 | 150.00 | 570,375.00 | 147.00 | 558,967.50 |
| 0004 | 501-02-00001 | Tack Coat | 17,634.6 | GAL | 3.80 | 67,011.48 | 4.50 | 79,355.70 | 4.00 | 70,538.40 |
| 0005 | 509-01-00100 | Cold Planing Asphaltic Pavement | 88,173 | SQYD | 0.60 | 52,903.80 | 1.50 | 132,259.50 | 2.50 | 220,432.50 |
| 0006 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -917 | CUYD | 1.00 | -917.00 | 1.00 | -917.00 | 0.10 | -91.70 |
| 0007 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 1,200 | SQYD | 130.00 | 156,000.00 | 150.00 | 180,000.00 | 165.00 | 198,000.00 |
| 0008 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 86,000.00 | 86,000.00 |
| 0009 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 12.524 | MILE | 350.00 | 4,383.40 | 180.00 | 2,254.32 | 250.00 | 3,131.00 |
| 0010 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.23 | MILE | 150.00 | 784.50 | 300.00 | 1,569.00 | 250.00 | 1,307.50 |
| 0011 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 43.208 | MILE | 150.00 | 6,481.20 | 600.00 | 25,924.80 | 1.00 | 43.21 |
| 0012 | 727-01-00100 | Mobilization | 1 | LUMP | 120,000.00 | 120,000.00 | 139,500.00 | 139,500.00 | 130,000.00 | 130,000.00 |
| 0013 | 731-02-00100 | Reflectorized Raised Pavement Markers | 828 | EACH | 6.75 | 5,589.00 | 5.00 | 4,140.00 | 6.00 | 4,968.00 |
| 0014 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 21.604 | MILE | 3,200.00 | 69,132.80 | 3,000.00 | 64,812.00 | 3,300.00 | 71,293.20 |
| 0015 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.615 | MILE | 1,200.00 | 3,138.00 | 1,000.00 | 2,615.00 | 1,400.00 | 3,661.00 |
| 0016 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 |
| 0017 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 81,000 | INLF | 0.35 | 28,350.00 | 1.00 | 81,000.00 | 0.12 | 9,720.00 |
| 0018 | 510-03-00100 | Pavement Joint Repair | 1,212.4 | TON | 205.00 | 248,542.00 | 154.00 | 186,709.60 | 185.00 | 224,294.00 |
| CONTRACTOR TOTAL | 1,442,463.88 | 1,558,683.52 | 1,650,818.11 | |||||||