Bid Tabulations
Letting of
09/29/2010
LA DOTD Headquarters
| Lead Project: 034-02-0041 | |
| Parish: Sabine | |
| Routes: LA 6 | |
| Description: BOWER LANE - CHURCH STREET | |
| Type Const: GRADING, DRAINAGE STRUCTURES, PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $3,124,156.25 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $2,209,324.85 |
| 2 | 08584 | Madden Contracting Co., Inc. | $2,372,167.66 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $2,441,388.23 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Madden Contracting Co., Inc. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 500.00 | 500.00 | 3,500.00 | 3,500.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 1,770 | LNFT | 5.00 | 8,850.00 | 5.00 | 8,850.00 | 5.50 | 9,735.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,500 | CUYD | 20.00 | 30,000.00 | 16.00 | 24,000.00 | 16.00 | 24,000.00 |
| 0004 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 240 | CUYD | 63.00 | 15,120.00 | 20.00 | 4,800.00 | 95.00 | 22,800.00 |
| 0005 | 502-01-00100 | Superpave Asphaltic Concrete | 17,019.7 | TON | 75.00 | 1,276,477.50 | 82.00 | 1,395,615.40 | 83.00 | 1,412,635.10 |
| 0006 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 136.2 | TON | 200.00 | 27,240.00 | 60.00 | 8,172.00 | 220.00 | 29,964.00 |
| 0007 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 58,285 | GAL | 3.00 | 174,855.00 | 2.96 | 172,523.60 | 3.30 | 192,340.50 |
| 0008 | 507-02-00200 | Aggregate (S2) | 85,713 | SQYD | 0.95 | 81,427.35 | 0.91 | 77,998.83 | 1.00 | 85,713.00 |
| 0009 | 507-02-00300 | Aggregate (S3) | 85,713 | SQYD | 0.75 | 64,284.75 | 0.72 | 61,713.36 | 0.80 | 68,570.40 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 109,004 | SQYD | 1.00 | 109,004.00 | 1.50 | 163,506.00 | 0.60 | 65,402.40 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,980 | CUYD | 0.10 | -198.00 | 0.01 | -19.80 | 1.00 | -1,980.00 |
| 0012 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 500 | SQYD | 53.00 | 26,500.00 | 44.80 | 22,400.00 | 58.00 | 29,000.00 |
| 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,000 | SQYD | 73.00 | 73,000.00 | 88.50 | 88,500.00 | 85.00 | 85,000.00 |
| 0014 | 701-01-01020 | Cross Drain Pipe (30" RCP/PP) | 16 | LNFT | 420.00 | 6,720.00 | 300.00 | 4,800.00 | 260.00 | 4,160.00 |
| 0015 | 701-15-00100 | Concrete Collar | 1 | EACH | 2,500.00 | 2,500.00 | 1,500.00 | 1,500.00 | 750.00 | 750.00 |
| 0016 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 125 | LNFT | 40.00 | 5,000.00 | 39.00 | 4,875.00 | 45.00 | 5,625.00 |
| 0017 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 440 | LNFT | 33.00 | 14,520.00 | 31.00 | 13,640.00 | 35.00 | 15,400.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 325 | LNFT | 19.00 | 6,175.00 | 17.90 | 5,817.50 | 20.00 | 6,500.00 |
| 0019 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 57.00 | 11,400.00 | 54.00 | 10,800.00 | 60.00 | 12,000.00 |
| 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,100.00 | 25,200.00 | 1,975.00 | 23,700.00 | 2,200.00 | 26,400.00 |
| 0021 | 707-04-00100 | Asphaltic Curb | 80 | LNFT | 27.00 | 2,160.00 | 5.00 | 400.00 | 20.00 | 1,600.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 68,000.00 | 68,000.00 | 30,000.00 | 30,000.00 |
| 0023 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 24 | LNFT | 0.60 | 14.40 | 0.10 | 2.40 | 1.00 | 24.00 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.824 | MILE | 100.00 | 1,482.40 | 325.00 | 4,817.80 | 250.00 | 3,706.00 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 12.642 | MILE | 100.00 | 1,264.20 | 1.00 | 12.64 | 50.00 | 632.10 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 54.031 | MILE | 100.00 | 5,403.10 | 1.00 | 54.03 | 50.00 | 2,701.55 |
| 0027 | 713-05-00400 | Temporary Pavement Legends & Symbols (RR Crossing) | 2 | EACH | 100.00 | 200.00 | 1.00 | 2.00 | 100.00 | 200.00 |
| 0028 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 3,584 | EACH | 2.00 | 7,168.00 | 1.85 | 6,630.40 | 2.00 | 7,168.00 |
| 0029 | 716-01-00100 | Mulch (Vegetative) | 8.2 | TON | 410.00 | 3,362.00 | 1,000.00 | 8,200.00 | 450.00 | 3,690.00 |
| 0030 | 717-01-00100 | Seeding | 123 | LB | 8.00 | 984.00 | 10.00 | 1,230.00 | 8.40 | 1,033.20 |
| 0031 | 718-01-00100 | Fertilizer | 4,100 | LB | 0.41 | 1,681.00 | 1.00 | 4,100.00 | 0.45 | 1,845.00 |
| 0032 | 726-01-00100 | Bedding Material | 1.3 | CUYD | 150.00 | 195.00 | 100.00 | 130.00 | 400.00 | 520.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 90,000.00 | 90,000.00 | 68,000.00 | 68,000.00 | 135,000.00 | 135,000.00 |
| 0034 | 729-16-00300 | Object Marker Assembly (Type 3) | 13 | EACH | 70.00 | 910.00 | 68.00 | 884.00 | 75.00 | 975.00 |
| 0035 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,075 | EACH | 4.25 | 4,568.75 | 4.00 | 4,300.00 | 5.90 | 6,342.50 |
| 0036 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 330 | LNFT | 1.00 | 330.00 | 1.00 | 330.00 | 1.50 | 495.00 |
| 0037 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 60 | LNFT | 6.25 | 375.00 | 6.00 | 360.00 | 5.50 | 330.00 |
| 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 23.113 | MILE | 2,300.00 | 53,159.90 | 2,200.00 | 50,848.60 | 2,900.00 | 67,027.70 |
| 0039 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.214 | MILE | 675.00 | 2,844.45 | 650.00 | 2,739.10 | 950.00 | 4,003.30 |
| 0040 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 2 | EACH | 400.00 | 800.00 | 375.00 | 750.00 | 450.00 | 900.00 |
| 0041 | 735-01-00100 | Mailboxes | 44 | EACH | 1.00 | 44.00 | 2.85 | 125.40 | 10.00 | 440.00 |
| 0042 | 735-02-00100 | Mailbox Supports (Single) | 23 | EACH | 100.00 | 2,300.00 | 125.00 | 2,875.00 | 110.00 | 2,530.00 |
| 0043 | 735-03-00100 | Mailbox Supports (Double) | 13 | EACH | 125.00 | 1,625.00 | 175.00 | 2,275.00 | 135.00 | 1,755.00 |
| 0044 | 735-04-00100 | Mailbox Supports (Multiple) | 1 | EACH | 200.00 | 200.00 | 325.00 | 325.00 | 220.00 | 220.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,800.00 | 8,800.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0046 | NS-200-00020 | Cleaning Existing Ditches | 20 | LNFT | 110.00 | 2,200.00 | 20.00 | 400.00 | 60.00 | 1,200.00 |
| 0047 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 11,192 | LNFT | 1.25 | 13,990.00 | 1.10 | 12,311.20 | 1.65 | 18,466.80 |
| 0048 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 6,635 | LNFT | 1.25 | 8,293.75 | 1.15 | 7,630.25 | 1.70 | 11,279.50 |
| 0049 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 17,827 | LNFT | 0.90 | 16,044.30 | 0.85 | 15,152.95 | 1.34 | 23,888.18 |
| 0050 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 39,000 | INLF | 0.15 | 5,850.00 | 0.01 | 390.00 | 0.10 | 3,900.00 |
| 0051 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 20,000 | INLF | 0.15 | 3,000.00 | 0.01 | 200.00 | 0.10 | 2,000.00 |
| CONTRACTOR TOTAL | 2,209,324.85 | 2,372,167.66 | 2,441,388.23 | |||||||