Bid Tabulations
Letting of
03/27/2013
LA DOTD Headquarters
| Lead Project: H.010306.6 | |
| Parish: Caldwell | |
| Routes: LA 844, LA 850 | |
| Description: LA 844 & LA 850: PATCH & OVERLAY | |
| Type Const: PATCH, COLD PLANING, SUPERPAVE ASPH. OVERLAY, INTERLAYER, GUARD RAIL AND RELATED WORK | |
| Estimated Construction Cost: $1,514,314.19 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,248,975.91 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,273,975.38 |
| 3 | 05789 | D & J Construction Co., Inc. | $1,304,783.85 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06040 | Removal of Concrete Box Headwall HEADWALL REMOVAL AT VARIOUS LOCATIONS | 8 | EACH | 1,000.00 | 8,000.00 | 800.00 | 6,400.00 | 550.00 | 4,400.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 232 | LNFT | 9.00 | 2,088.00 | 9.00 | 2,088.00 | 50.00 | 11,600.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 524 | CUYD | 35.00 | 18,340.00 | 22.00 | 11,528.00 | 50.00 | 26,200.00 |
| 0004 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 970 | CUYD | 90.00 | 87,300.00 | 60.00 | 58,200.00 | 95.00 | 92,150.00 |
| 0005 | 502-01-00100 | Superpave Asphaltic Concrete | 6,458 | TON | 90.00 | 581,220.00 | 85.00 | 548,930.00 | 98.00 | 632,884.00 |
| 0006 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 750.7 | TON | 130.00 | 97,591.00 | 160.00 | 120,112.00 | 98.00 | 73,568.60 |
| 0007 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 15,177 | GAL | 4.00 | 60,708.00 | 3.80 | 57,672.60 | 3.50 | 53,119.50 |
| 0008 | 507-02-00200 | Aggregate (S2) | 22,452 | SQYD | 1.10 | 24,697.20 | 1.10 | 24,697.20 | 1.00 | 22,452.00 |
| 0009 | 507-02-00300 | Aggregate (S3) | 22,452 | SQYD | 1.00 | 22,452.00 | 0.95 | 21,329.40 | 0.85 | 19,084.20 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 23,689 | SQYD | 2.40 | 56,853.60 | 1.90 | 45,009.10 | 3.00 | 71,067.00 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -646 | CUYD | 15.00 | -9,690.00 | 1.00 | -646.00 | 0.10 | -64.60 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 509 | SQYD | 125.00 | 63,625.00 | 82.00 | 41,738.00 | 125.00 | 63,625.00 |
| 0013 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 198 | LNFT | 70.00 | 13,860.00 | 72.00 | 14,256.00 | 68.00 | 13,464.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 21.00 | 1,050.00 | 22.00 | 1,100.00 | 21.00 | 1,050.00 |
| 0015 | 704-08-00100 | Guard Rail Transitions (Single Thrie Beam) | 100 | LNFT | 42.00 | 4,200.00 | 45.00 | 4,500.00 | 40.00 | 4,000.00 |
| 0016 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 | 2,100.00 | 8,400.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 21,000.00 | 21,000.00 | 25,000.00 | 25,000.00 | 33,000.00 | 33,000.00 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 6.115 | MILE | 150.00 | 917.25 | 400.00 | 2,446.00 | 250.00 | 1,528.75 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.523 | MILE | 190.00 | 289.37 | 200.00 | 304.60 | 150.00 | 228.45 |
| 0020 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 499 | EACH | 1.50 | 748.50 | 1.40 | 698.60 | 1.25 | 623.75 |
| 0021 | 726-01-00100 | Bedding Material | 369.29 | CUYD | 9.00 | 3,323.61 | 100.00 | 36,929.00 | 5.00 | 1,846.45 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 65,000.00 | 65,000.00 | 75,000.00 | 75,000.00 | 85,000.00 | 85,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 90.00 | 360.00 | 80.00 | 320.00 |
| 0024 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,123 | EACH | 4.50 | 5,053.50 | 4.50 | 5,053.50 | 4.50 | 5,053.50 |
| 0025 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 7.636 | MILE | 2,300.00 | 17,562.80 | 2,400.00 | 18,326.40 | 2,400.00 | 18,326.40 |
| 0026 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.39 | MILE | 650.00 | 903.50 | 560.00 | 778.40 | 600.00 | 834.00 |
| 0027 | 732-05-00100 | Removal of Existing Markings FOR REMOVAL OF RAISED PAVEMENT MARKERS ONLY | 4.942 | MILE | 150.00 | 741.30 | 110.00 | 543.62 | 400.00 | 1,976.80 |
| 0029 | 735-01-00100 | Mailboxes | 25 | EACH | 1.00 | 25.00 | 15.00 | 375.00 | 5.00 | 125.00 |
| 0030 | 735-02-00100 | Mailbox Supports (Single) | 16 | EACH | 110.00 | 1,760.00 | 110.00 | 1,760.00 | 110.00 | 1,760.00 |
| 0031 | 735-03-00100 | Mailbox Supports (Double) | 3 | EACH | 150.00 | 450.00 | 140.00 | 420.00 | 160.00 | 480.00 |
| 0032 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 260.00 | 260.00 | 280.00 | 280.00 | 270.00 | 270.00 |
| 0033 | 739-01-00100 | Hydro-Seeding | 0.014 | ACRE | 20,000.00 | 280.00 | 50,000.00 | 700.00 | 3,000.00 | 42.00 |
| 0034 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 24.99 | CUYD | 1,400.00 | 34,986.00 | 2,400.00 | 59,976.00 | 1,200.00 | 29,988.00 |
| 0035 | 805-12-30000 | Reinforced Concrete Box Culverts (2' x 2') (Extension) | 8 | LNFT | 700.00 | 5,600.00 | 1,900.00 | 15,200.00 | 600.00 | 4,800.00 |
| 0036 | 805-12-30040 | Reinforced Concrete Box Culverts (4' x 2') (Extension) | 8 | LNFT | 700.00 | 5,600.00 | 2,000.00 | 16,000.00 | 600.00 | 4,800.00 |
| 0037 | 805-12-31020 | Reinforced Concrete Box Culverts (4' x 2 1/2') (Extension) | 8 | LNFT | 700.00 | 5,600.00 | 2,400.00 | 19,200.00 | 600.00 | 4,800.00 |
| 0038 | 805-12-31040 | Reinforced Concrete Box Culverts (5' x 2 1/2') (Extension) | 8 | LNFT | 700.00 | 5,600.00 | 2,500.00 | 20,000.00 | 600.00 | 4,800.00 |
| 0039 | 806-01-00100 | Deformed Reinforcing Steel | 1,968.1 | LB | 2.80 | 5,510.68 | 2.00 | 3,936.20 | 2.50 | 4,920.25 |
| 0040 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 45,216 | INLF | 0.60 | 27,129.60 | 0.11 | 4,973.76 | 0.05 | 2,260.80 |
| CONTRACTOR TOTAL | 1,248,975.91 | 1,273,975.38 | 1,304,783.85 | |||||||