Bid Tabulations
Letting of
09/12/2012
LA DOTD Headquarters
| Lead Project: H.002847.6 | |
| Parish: Vernon | |
| Routes: LA 469 | |
| Description: LA 469: JCT. LA 8 - FORT POLK | |
| Type Const: GRADING, IN-PLACE STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, LIME TREATMENT, PAVEMENT PATCHING, PAVEMENT WIDENING, AND RELATED WORK | |
| Estimated Construction Cost: $1,562,203.13 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,424,805.85 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,588,662.28 |
| 3 | 34356 | Prairie Contractors Inc. | $1,623,140.75 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Prairie Contractors Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | 1 | LUMP | 1,600.00 | 1,600.00 | 5,000.00 | 5,000.00 | 2,000.00 | 2,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,700.00 | 1,700.00 | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 80 | SQYD | 25.00 | 2,000.00 | 20.00 | 1,600.00 | 10.00 | 800.00 |
| 0004 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 16,385 | SQYD | 3.25 | 53,251.25 | 5.00 | 81,925.00 | 6.75 | 110,598.75 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,500 | CUYD | 18.00 | 45,000.00 | 15.00 | 37,500.00 | 13.00 | 32,500.00 |
| 0006 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 3,000 | CUYD | 12.00 | 36,000.00 | 17.00 | 51,000.00 | 13.00 | 39,000.00 |
| 0007 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 28,781 | SQYD | 8.25 | 237,443.25 | 9.00 | 259,029.00 | 8.10 | 233,126.10 |
| 0008 | 303-02-00100 | Removal of Existing Patches | 250 | SQYD | 16.00 | 4,000.00 | 5.00 | 1,250.00 | 20.00 | 5,000.00 |
| 0009 | 304-05-00100 | Lime Treatment (Type E) | 23.22 | TON | 850.00 | 19,737.00 | 575.00 | 13,351.50 | 900.00 | 20,898.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,260 | CUYD | 30.00 | 37,800.00 | 85.00 | 107,100.00 | 80.00 | 100,800.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 6,798.9 | TON | 81.00 | 550,710.90 | 84.00 | 571,107.60 | 84.50 | 574,507.05 |
| 0012 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 571.6 | TON | 140.00 | 80,024.00 | 115.00 | 65,734.00 | 130.00 | 74,308.00 |
| 0013 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 22,817 | GAL | 3.50 | 79,859.50 | 3.75 | 85,563.75 | 3.50 | 79,859.50 |
| 0014 | 507-02-00200 | Aggregate (S2) | 33,555 | SQYD | 1.15 | 38,588.25 | 1.20 | 40,266.00 | 1.00 | 33,555.00 |
| 0015 | 507-02-00300 | Aggregate (S3) | 33,555 | SQYD | 0.95 | 31,877.25 | 0.98 | 32,883.90 | 1.00 | 33,555.00 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 133 | SQYD | 45.00 | 5,985.00 | 35.00 | 4,655.00 | 100.00 | 13,300.00 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4 | CUYD | 10.00 | -40.00 | 5.00 | -20.00 | 0.01 | -0.04 |
| 0018 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 200 | SQYD | 83.00 | 16,600.00 | 80.00 | 16,000.00 | 115.00 | 23,000.00 |
| 0019 | 510-02-00100 | Pavement Widening | 50 | SQYD | 78.00 | 3,900.00 | 110.00 | 5,500.00 | 125.00 | 6,250.00 |
| 0020 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 40 | LNFT | 95.00 | 3,800.00 | 120.00 | 4,800.00 | 100.00 | 4,000.00 |
| 0021 | 701-15-00100 | Concrete Collar | 4 | EACH | 700.00 | 2,800.00 | 850.00 | 3,400.00 | 750.00 | 3,000.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 |
| 0023 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.486 | MILE | 170.00 | 762.62 | 450.00 | 2,018.70 | 400.00 | 1,794.40 |
| 0024 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.52 | MILE | 205.00 | 1,131.60 | 100.00 | 552.00 | 0.01 | 0.06 |
| 0025 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 13.163 | MILE | 402.00 | 5,291.53 | 100.00 | 1,316.30 | 0.01 | 0.13 |
| 0026 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 510 | EACH | 1.00 | 510.00 | 1.65 | 841.50 | 1.75 | 892.50 |
| 0027 | 716-01-00100 | Mulch (Vegetative) | 3.6 | TON | 610.00 | 2,196.00 | 650.00 | 2,340.00 | 650.00 | 2,340.00 |
| 0028 | 717-01-00100 | Seeding | 54 | LB | 13.00 | 702.00 | 13.00 | 702.00 | 15.00 | 810.00 |
| 0029 | 718-01-00100 | Fertilizer | 1,800 | LB | 0.50 | 900.00 | 0.50 | 900.00 | 0.75 | 1,350.00 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 1.00 | 1.00 | 4,500.00 | 4,500.00 | 3,000.00 | 3,000.00 |
| 0031 | 726-01-00100 | Bedding Material | 7.5 | CUYD | 90.00 | 675.00 | 150.00 | 1,125.00 | 100.00 | 750.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 89,000.00 | 89,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 105.00 | 420.00 | 150.00 | 600.00 | 100.00 | 400.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 400 | EACH | 4.75 | 1,900.00 | 5.80 | 2,320.00 | 5.00 | 2,000.00 |
| 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 6.95 | MILE | 2,400.00 | 16,680.00 | 2,800.00 | 19,460.00 | 2,400.00 | 16,680.00 |
| 0036 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.84 | MILE | 725.00 | 1,334.00 | 940.00 | 1,729.60 | 1,000.00 | 1,840.00 |
| 0037 | 735-01-00100 | Mailboxes | 28 | EACH | 1.00 | 28.00 | 20.00 | 560.00 | 2.00 | 56.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 6 | EACH | 125.00 | 750.00 | 120.00 | 720.00 | 150.00 | 900.00 |
| 0039 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 155.00 | 310.00 | 166.59 | 333.18 | 175.00 | 350.00 |
| 0040 | 735-04-00100 | Mailbox Supports (Multiple) | 5 | EACH | 240.00 | 1,200.00 | 275.00 | 1,375.00 | 260.00 | 1,300.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,800.00 | 3,800.00 | 8,000.00 | 8,000.00 | 100.00 | 100.00 |
| 0042 | NS-200-00020 | Cleaning Existing Ditches | 160 | LNFT | 8.50 | 1,360.00 | 13.00 | 2,080.00 | 12.00 | 1,920.00 |
| 0043 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 2,414 | LNFT | 1.50 | 3,621.00 | 1.70 | 4,103.80 | 1.60 | 3,862.40 |
| 0044 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 2,897 | LNFT | 1.25 | 3,621.25 | 1.90 | 5,504.30 | 1.40 | 4,055.80 |
| 0045 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 5,311 | LNFT | 0.95 | 5,045.45 | 0.65 | 3,452.15 | 1.10 | 5,842.10 |
| 0046 | NS-500-00280 | Surface Preparation | 1 | LUMP | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0047 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,000 | INLF | 0.30 | 300.00 | 0.75 | 750.00 | 2.00 | 2,000.00 |
| 0048 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 4,000 | INLF | 0.30 | 1,200.00 | 0.28 | 1,120.00 | 2.00 | 8,000.00 |
| 0049 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 420 | INLF | 4.00 | 1,680.00 | 2.65 | 1,113.00 | 2.00 | 840.00 |
| 0050 | NS-724-00001 | Rumble Strips (Centerline Ground-In) | 2.5 | MILE | 2,700.00 | 6,750.00 | 2,200.00 | 5,500.00 | 4,000.00 | 10,000.00 |
| CONTRACTOR TOTAL | 1,424,805.85 | 1,588,662.28 | 1,623,140.75 | |||||||