Bid Tabulations
Letting of
06/26/2013
LA DOTD Headquarters
| Lead Project: H.001706.6 | |
| Parish: Bienville | |
| Routes: LA 155 | |
| Description: LA 155: LA 796 - JACKSON PARISH LINE | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $1,979,873.37 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | Madden Contracting Co., Inc. | $1,844,816.47 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $2,056,454.27 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Madden Contracting Co., Inc. |
- 2 - Gilchrist Construction Co. LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) approx. 3.79 acres | 1 | LUMP | 10,000.00 | 10,000.00 | 11,500.00 | 11,500.00 |
| 0002 | 202-02-02000 | Removal of Asphalt Drives | 200 | SQYD | 1.00 | 200.00 | 16.00 | 3,200.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 336 | LNFT | 5.00 | 1,680.00 | 8.00 | 2,688.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) Remove cross drain pipe | 16 | LNFT | 50.00 | 800.00 | 100.00 | 1,600.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 82,500.00 | 82,500.00 | 20,000.00 | 20,000.00 |
| 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 8,000 | CUYD | 1.00 | 8,000.00 | 14.00 | 112,000.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 300 | CUYD | 10.00 | 3,000.00 | 30.00 | 9,000.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 11,990.4 | TON | 95.00 | 1,139,088.00 | 89.00 | 1,067,145.60 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 450 | TON | 50.00 | 22,500.00 | 140.00 | 63,000.00 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 28,706.1 | SQYD | 5.00 | 143,530.50 | 1.50 | 43,059.15 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,196 | CUYD | 0.01 | -11.96 | 1.00 | -1,196.00 |
| 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 2,000 | SQYD | 73.50 | 147,000.00 | 88.00 | 176,000.00 |
| 0014 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 8 | LNFT | 200.00 | 1,600.00 | 170.00 | 1,360.00 |
| 0015 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 16 | LNFT | 250.00 | 4,000.00 | 225.00 | 3,600.00 |
| 0016 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | 8 | LNFT | 300.00 | 2,400.00 | 250.00 | 2,000.00 |
| 0017 | 701-15-00100 | Concrete Collar | 4 | EACH | 1,250.00 | 5,000.00 | 900.00 | 3,600.00 |
| 0018 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 200 | LNFT | 61.00 | 12,200.00 | 70.00 | 14,000.00 |
| 0019 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 190 | LNFT | 60.00 | 11,400.00 | 69.00 | 13,110.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 250 | LNFT | 20.00 | 5,000.00 | 23.00 | 5,750.00 |
| 0021 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 8 | EACH | 2,500.00 | 20,000.00 | 2,800.00 | 22,400.00 |
| 0022 | 707-01-00200 | Concrete Curb (Barrier) | 45.3 | LNFT | 100.00 | 4,530.00 | 82.00 | 3,714.60 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 59,000.00 | 59,000.00 | 25,000.00 | 25,000.00 |
| 0024 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 88 | LNFT | 0.60 | 52.80 | 1.00 | 88.00 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 9.12 | MILE | 325.00 | 2,964.00 | 500.00 | 4,560.00 |
| 0026 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.022 | MILE | 1.00 | 3.02 | 1.00 | 3.02 |
| 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 30.4 | MILE | 1.00 | 30.40 | 1.00 | 30.40 |
| 0028 | 716-01-00100 | Mulch (Vegetative) | 19.3 | TON | 600.00 | 11,580.00 | 330.00 | 6,369.00 |
| 0029 | 717-01-00100 | Seeding | 663 | LB | 10.00 | 6,630.00 | 9.00 | 5,967.00 |
| 0030 | 718-01-00100 | Fertilizer | 11,054 | LB | 0.50 | 5,527.00 | 0.55 | 6,079.70 |
| 0031 | 726-01-00100 | Bedding Material | 68.8 | CUYD | 1.00 | 68.80 | 120.00 | 8,256.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 59,000.00 | 59,000.00 | 170,000.00 | 170,000.00 |
| 0033 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 70.00 | 560.00 | 80.00 | 640.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 90.00 | 720.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 602 | EACH | 4.00 | 2,408.00 | 6.00 | 3,612.00 |
| 0036 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 30 | LNFT | 3.00 | 90.00 | 5.00 | 150.00 |
| 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 14.821 | MILE | 2,200.00 | 32,606.20 | 3,000.00 | 44,463.00 |
| 0038 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.038 | MILE | 5,000.00 | 190.00 | 7,300.00 | 277.40 |
| 0039 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.632 | MILE | 600.00 | 979.20 | 950.00 | 1,550.40 |
| 0040 | 735-01-00100 | Mailboxes | 17 | EACH | 1.00 | 17.00 | 13.00 | 221.00 |
| 0041 | 735-02-00100 | Mailbox Supports (Single) | 17 | EACH | 138.00 | 2,346.00 | 110.00 | 1,870.00 |
| 0042 | 737-04-00001 | Painted Curbs and Islands | 103 | SQYD | 5.00 | 515.00 | 28.00 | 2,884.00 |
| 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 8,000.00 | 8,000.00 |
| 0044 | 805-01-00100 | Class A Concrete | 136.4 | CUYD | 1.00 | 136.40 | 850.00 | 115,940.00 |
| 0045 | 806-01-00100 | Deformed Reinforcing Steel | 15,715 | LB | 0.01 | 157.15 | 2.60 | 40,859.00 |
| 0046 | NS-500-00120 | Raised Asphaltic Concrete Median (4" Thick) | 102 | SQYD | 24.20 | 2,468.40 | 60.00 | 6,120.00 |
| 0047 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 4,806 | INLF | 0.01 | 48.06 | 0.50 | 2,403.00 |
| 0048 | 202-02-02020 | Removal of Asphalt Pavement | 3,810 | SQYD | 3.25 | 12,382.50 | 6.00 | 22,860.00 |
| CONTRACTOR TOTAL | 1,844,816.47 | 2,056,454.27 | ||||||