Bid Tabulations
Letting of
06/12/2013
LA DOTD Headquarters
| Lead Project: H.009537.6 | |
| Parish: Ouachita | |
| Routes: US 80 | |
| Description: US 80: RIFLE RANGE ROAD TO LA 594 | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINGAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $2,010,419.97 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $1,943,338.52 |
| 2 | 05789 | D & J Construction Co., Inc. | $2,510,709.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing Approx. 0.100 Acre | 1 | LUMP | 7,500.00 | 7,500.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-02-06020 | Removal of Concrete Box Culverts Double Barrell 5x3x33 Box Culvert Cross Drain | 1 | EACH | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-06040 | Removal of Concrete Box Headwall Concrete Box Headwalls | 3 | EACH | 1,000.00 | 3,000.00 | 5,000.00 | 15,000.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,482 | SQYD | 18.00 | 26,676.00 | 10.00 | 14,820.00 |
| 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" RCP, 48" CMP and 30" CMP Cross Drain | 120 | LNFT | 15.00 | 1,800.00 | 15.00 | 1,800.00 |
| 0006 | 202-02-32120 | Removal of Pipe (Side Drain) 18" RCP | 80 | LNFT | 15.00 | 1,200.00 | 15.00 | 1,200.00 |
| 0007 | 202-02-32180 | Removal of Pipe Headwalls | 11 | EACH | 1,000.00 | 11,000.00 | 1,000.00 | 11,000.00 |
| 0008 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 118,000.00 | 118,000.00 | 225,000.00 | 225,000.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 500 | LNFT | 4.00 | 2,000.00 | 3.00 | 1,500.00 |
| 0010 | 302-02-02000 | Class II Base Course (6" Thick) | 21,348.2 | SQYD | 8.50 | 181,459.70 | 15.00 | 320,223.00 |
| 0011 | 304-05-00100 | Lime Treatment (Type E) | 6.61 | TON | 1,500.00 | 9,915.00 | 900.00 | 5,949.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 73 | CUYD | 145.00 | 10,585.00 | 150.00 | 10,950.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 400 | CUYD | 50.00 | 20,000.00 | 20.00 | 8,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 9,235.2 | TON | 90.00 | 831,168.00 | 102.00 | 941,990.40 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 216.3 | TON | 200.00 | 43,260.00 | 155.00 | 33,526.50 |
| 0016 | 509-01-00100 | Cold Planing Asphaltic Pavement | 30,139 | SQYD | 2.45 | 73,840.55 | 3.50 | 105,486.50 |
| 0017 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,256 | CUYD | 1.00 | -1,256.00 | 0.10 | -125.60 |
| 0018 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 500 | SQYD | 150.00 | 75,000.00 | 180.00 | 90,000.00 |
| 0019 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 96 | LNFT | 70.00 | 6,720.00 | 80.00 | 7,680.00 |
| 0020 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 32 | LNFT | 100.00 | 3,200.00 | 200.00 | 6,400.00 |
| 0021 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 24 | LNFT | 110.00 | 2,640.00 | 225.00 | 5,400.00 |
| 0022 | 701-15-00100 | Concrete Collar | 7 | EACH | 900.00 | 6,300.00 | 1,000.00 | 7,000.00 |
| 0023 | 706-02-00200 | Concrete Drive (6" Thick) | 449 | SQYD | 70.00 | 31,430.00 | 80.00 | 35,920.00 |
| 0024 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 226 | SQYD | 120.00 | 27,120.00 | 80.00 | 18,080.00 |
| 0025 | 711-04-00100 | Geotextile Fabric | 226 | SQYD | 2.00 | 452.00 | 5.00 | 1,130.00 |
| 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,000.00 | 8,000.00 | 75,000.00 | 75,000.00 |
| 0027 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.28 | MILE | 175.00 | 749.00 | 225.00 | 963.00 |
| 0028 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.608 | MILE | 165.00 | 430.32 | 200.00 | 521.60 |
| 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 13.944 | MILE | 225.00 | 3,137.40 | 350.00 | 4,880.40 |
| 0030 | 716-01-00100 | Mulch (Vegetative) | 8.3 | TON | 725.00 | 6,017.50 | 650.00 | 5,395.00 |
| 0031 | 717-01-00100 | Seeding | 187 | LB | 10.00 | 1,870.00 | 8.00 | 1,496.00 |
| 0032 | 718-01-00100 | Fertilizer | 4,150 | LB | 0.55 | 2,282.50 | 0.50 | 2,075.00 |
| 0033 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 80 | SQYD | 5.00 | 400.00 | 5.00 | 400.00 |
| 0034 | 726-01-00100 | Bedding Material | 189.9 | CUYD | 115.00 | 21,838.50 | 100.00 | 18,990.00 |
| 0035 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 175,000.00 | 175,000.00 |
| 0036 | 729-16-00200 | Object Marker Assembly (Type 2) | 11 | EACH | 80.00 | 880.00 | 100.00 | 1,100.00 |
| 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 393 | EACH | 3.00 | 1,179.00 | 8.00 | 3,144.00 |
| 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 6.972 | MILE | 2,200.00 | 15,338.40 | 2,800.00 | 19,521.60 |
| 0039 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.304 | MILE | 650.00 | 847.60 | 900.00 | 1,173.60 |
| 0040 | 735-01-00100 | Mailboxes | 13 | EACH | 5.00 | 65.00 | 5.00 | 65.00 |
| 0041 | 735-02-00100 | Mailbox Supports (Single) | 6 | EACH | 125.00 | 750.00 | 150.00 | 900.00 |
| 0042 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 250.00 | 500.00 | 300.00 | 600.00 |
| 0043 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 | 18,000.00 | 18,000.00 |
| 0044 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 20.69 | CUYD | 1,100.00 | 22,759.00 | 1,200.00 | 24,828.00 |
| 0045 | 805-12-21000 | Reinforced Concrete Box Culverts (5' x 5') (Precast) | 168 | LNFT | 550.00 | 92,400.00 | 500.00 | 84,000.00 |
| 0046 | 805-12-30040 | Reinforced Concrete Box Culverts (4' x 2') (Extension) | 9 | LNFT | 650.00 | 5,850.00 | 700.00 | 6,300.00 |
| 0047 | 806-01-00100 | Deformed Reinforcing Steel | 1,565 | LB | 2.75 | 4,303.75 | 3.00 | 4,695.00 |
| 0048 | NS-200-00020 | Cleaning Existing Ditches | 320 | LNFT | 11.00 | 3,520.00 | 15.00 | 4,800.00 |
| 0049 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 33,906 | LNFT | 1.50 | 50,859.00 | 1.30 | 44,077.80 |
| 0050 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 13,560 | LNFT | 1.50 | 20,340.00 | 1.40 | 18,984.00 |
| 0051 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 47,466 | LNFT | 1.30 | 61,705.80 | 1.00 | 47,466.00 |
| 0052 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 8,178 | INLF | 1.75 | 14,311.50 | 0.40 | 3,271.20 |
| 0053 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,754 | INLF | 1.00 | 3,754.00 | 3.00 | 11,262.00 |
| 0054 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 4.3 | MILE | 1,800.00 | 7,740.00 | 900.00 | 3,870.00 |
| CONTRACTOR TOTAL | 1,943,338.52 | 2,510,709.00 | ||||||