Bid Tabulations
Letting of
06/12/2013
LA DOTD Headquarters
| Lead Project: H.001138.6-R1 | |
| Parish: Catahoula | |
| Routes: LA 124 | |
| Description: LA 124: BOOTH RD - ENTERPRISE | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, EMBANKMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $1,639,163.56 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,529,566.24 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,608,579.51 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,734,751.14 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing APPROX. 0.2 ACRE | 1 | LUMP | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 | 6,000.00 | 6,000.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) REMOVAL OF DRAINAGE STRUCTURES - SEE SUMMARY OF DRAINAGE STRUCTURES | 290 | LNFT | 15.00 | 4,350.00 | 6.00 | 1,740.00 | 16.00 | 4,640.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,004 | CUYD | 18.00 | 54,072.00 | 20.00 | 60,080.00 | 22.00 | 66,088.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 271 | CUYD | 16.00 | 4,336.00 | 20.00 | 5,420.00 | 38.00 | 10,298.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 320 | LNFT | 3.00 | 960.00 | 2.00 | 640.00 | 5.50 | 1,760.00 |
| 0007 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 18,667 | SQYD | 11.00 | 205,337.00 | 8.00 | 149,336.00 | 7.00 | 130,669.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,199 | CUYD | 40.00 | 47,960.00 | 85.00 | 101,915.00 | 80.00 | 95,920.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,100 | CUYD | 10.00 | 11,000.00 | 17.00 | 18,700.00 | 40.00 | 44,000.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 6,399 | TON | 92.00 | 588,708.00 | 90.00 | 575,910.00 | 85.00 | 543,915.00 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 663.7 | TON | 92.00 | 61,060.40 | 170.00 | 112,829.00 | 157.00 | 104,200.90 |
| 0012 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 17,227 | GAL | 3.25 | 55,987.75 | 3.40 | 58,571.80 | 3.75 | 64,601.25 |
| 0013 | 507-02-00200 | Aggregate (S2) | 25,331 | SQYD | 0.90 | 22,797.90 | 1.00 | 25,331.00 | 1.05 | 26,597.55 |
| 0014 | 507-02-00300 | Aggregate (S3) | 25,331 | SQYD | 0.74 | 18,744.94 | 0.80 | 20,264.80 | 0.90 | 22,797.90 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 18,045 | SQYD | 2.00 | 36,090.00 | 2.00 | 36,090.00 | 3.25 | 58,646.25 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -744 | CUYD | 0.10 | -74.40 | 0.10 | -74.40 | 1.00 | -744.00 |
| 0017 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,672 | SQYD | 110.00 | 183,920.00 | 95.00 | 158,840.00 | 101.00 | 168,872.00 |
| 0018 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 86 | LNFT | 100.00 | 8,600.00 | 150.00 | 12,900.00 | 240.00 | 20,640.00 |
| 0019 | 701-01-02040 | Cross Drain Pipe (30" RCP/PP or 36" CMP) | 180 | LNFT | 120.00 | 21,600.00 | 185.00 | 33,300.00 | 255.00 | 45,900.00 |
| 0020 | 701-10-01080 | Reinforced Concrete Pipe (Extension) (30") | 24 | LNFT | 120.00 | 2,880.00 | 100.00 | 2,400.00 | 275.00 | 6,600.00 |
| 0021 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 32 | LNFT | 150.00 | 4,800.00 | 125.00 | 4,000.00 | 275.00 | 8,800.00 |
| 0022 | 701-15-00100 | Concrete Collar | 7 | EACH | 750.00 | 5,250.00 | 1,400.00 | 9,800.00 | 1,750.00 | 12,250.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 | 13,000.00 | 13,000.00 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.348 | MILE | 225.00 | 1,653.30 | 200.00 | 1,469.60 | 155.00 | 1,138.94 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.85 | MILE | 250.00 | 1,462.50 | 1.00 | 5.85 | 165.00 | 965.25 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 5.689 | MILE | 400.00 | 2,275.60 | 1.00 | 5.69 | 225.00 | 1,280.03 |
| 0027 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 971 | EACH | 1.75 | 1,699.25 | 2.00 | 1,942.00 | 1.45 | 1,407.95 |
| 0028 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 2,750.00 | 2,750.00 |
| 0029 | 726-01-00100 | Bedding Material | 161 | CUYD | 100.00 | 16,100.00 | 100.00 | 16,100.00 | 99.00 | 15,939.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 68,000.00 | 68,000.00 | 97,500.00 | 97,500.00 | 140,000.00 | 140,000.00 |
| 0031 | 731-02-00100 | Reflectorized Raised Pavement Markers | 486 | EACH | 5.00 | 2,430.00 | 3.00 | 1,458.00 | 3.25 | 1,579.50 |
| 0032 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.845 | MILE | 2,800.00 | 7,966.00 | 2,100.00 | 5,974.50 | 2,500.00 | 7,112.50 |
| 0033 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.925 | MILE | 800.00 | 2,340.00 | 625.00 | 1,828.13 | 600.00 | 1,755.00 |
| 0034 | 732-05-00100 | Removal of Existing Markings FOR REMOVAL OF RAISED PAVEMENT MARKERS ONLY. | 3.674 | MILE | 600.00 | 2,204.40 | 160.00 | 587.84 | 155.00 | 569.47 |
| 0035 | 735-01-00100 | Mailboxes | 21 | EACH | 5.00 | 105.00 | 13.00 | 273.00 | 1.15 | 24.15 |
| 0036 | 735-02-00100 | Mailbox Supports (Single) | 21 | EACH | 135.00 | 2,835.00 | 100.00 | 2,100.00 | 135.00 | 2,835.00 |
| 0037 | 739-01-00100 | Hydro-Seeding | 14.68 | ACRE | 1,500.00 | 22,020.00 | 1,100.00 | 16,148.00 | 1,200.00 | 17,616.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 24,000.00 | 24,000.00 |
| 0039 | 805-01-00200 | Class A Concrete (Pipe Headwalls) | 13.05 | CUYD | 1,000.00 | 13,050.00 | 1,350.00 | 17,617.50 | 1,750.00 | 22,837.50 |
| 0040 | 806-01-00100 | Deformed Reinforcing Steel | 806 | LB | 2.00 | 1,612.00 | 1.50 | 1,209.00 | 3.50 | 2,821.00 |
| 0041 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 46,224 | INLF | 0.15 | 6,933.60 | 0.30 | 13,867.20 | 0.75 | 34,668.00 |
| CONTRACTOR TOTAL | 1,529,566.24 | 1,608,579.51 | 1,734,751.14 | |||||||