Bid Tabulations
Letting of
01/26/2011
LA DOTD Headquarters
| Lead Project: 015-05-0062-R1 | |
| Parish: LaSalle, Winn | |
| Routes: US 165, US 84 | |
| Description: GRANT LINE - US 84 and WINN PARISH LINE - US 165 | |
| Type Const: COLD PLANING ASPHALTIC PAVEMENT, ASPHALTIC SURFACE TREATMENT INTERLAYER, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, GUARDRAIL REPLACEMENT AND RELATED WORK | |
| Estimated Construction Cost: $1,297,102.28 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,131,619.70 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,241,070.62 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,295,198.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02020 | Removal of Asphalt Pavement | 634.4 | SQYD | 10.00 | 6,344.00 | 9.50 | 6,026.80 | 11.00 | 6,978.40 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 947 | LNFT | 7.00 | 6,629.00 | 5.00 | 4,735.00 | 4.10 | 3,882.70 |
| 0003 | 203-01-00100 | General Excavation | 60.7 | CUYD | 15.00 | 910.50 | 22.00 | 1,335.40 | 30.00 | 1,821.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 20 | CUYD | 50.00 | 1,000.00 | 21.00 | 420.00 | 80.00 | 1,600.00 |
| 0005 | 302-02-06080 | Class II Base Course (12" Thick) (Asphaltic Concrete Base on Embankment Layer) | 182 | SQYD | 75.00 | 13,650.00 | 60.00 | 10,920.00 | 60.00 | 10,920.00 |
| 0006 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 227 | CUYD | 38.00 | 8,626.00 | 46.00 | 10,442.00 | 84.00 | 19,068.00 |
| 0007 | 502-01-00100 | Superpave Asphaltic Concrete | 6,312.8 | TON | 83.00 | 523,962.40 | 82.00 | 517,649.60 | 84.00 | 530,275.20 |
| 0008 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 575.7 | TON | 104.00 | 59,872.80 | 124.00 | 71,386.80 | 135.00 | 77,719.50 |
| 0009 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 24,438 | GAL | 3.15 | 76,979.70 | 3.75 | 91,642.50 | 3.30 | 80,645.40 |
| 0010 | 507-02-00200 | Aggregate (S2) | 35,938 | SQYD | 0.95 | 34,141.10 | 1.10 | 39,531.80 | 1.00 | 35,938.00 |
| 0011 | 507-02-00300 | Aggregate (S3) | 35,938 | SQYD | 0.75 | 26,953.50 | 0.85 | 30,547.30 | 0.75 | 26,953.50 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 71,115 | SQYD | 1.25 | 88,893.75 | 1.00 | 71,115.00 | 1.50 | 106,672.50 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,528 | CUYD | 0.10 | -152.80 | 1.00 | -1,528.00 | 0.10 | -152.80 |
| 0014 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 129 | SQYD | 50.00 | 6,450.00 | 75.00 | 9,675.00 | 108.00 | 13,932.00 |
| 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 714 | SQYD | 80.00 | 57,120.00 | 95.00 | 67,830.00 | 79.00 | 56,406.00 |
| 0016 | 701-01-02001 | Cross Drain Pipe (24" RCP/PP/CMP) | 48 | LNFT | 90.00 | 4,320.00 | 100.00 | 4,800.00 | 229.00 | 10,992.00 |
| 0017 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 2,006 | LNFT | 25.00 | 50,150.00 | 27.00 | 54,162.00 | 26.00 | 52,156.00 |
| 0018 | 704-03-00100 | Blocked Out Guard Rail | 250 | LNFT | 20.00 | 5,000.00 | 22.00 | 5,500.00 | 21.00 | 5,250.00 |
| 0019 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 60.00 | 12,000.00 | 66.00 | 13,200.00 | 65.00 | 13,000.00 |
| 0020 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,100.00 | 16,800.00 | 2,400.00 | 19,200.00 | 2,200.00 | 17,600.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| 0022 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 10.573 | MILE | 200.00 | 2,114.60 | 250.00 | 2,643.25 | 170.00 | 1,797.41 |
| 0023 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.765 | MILE | 200.00 | 1,753.00 | 1.00 | 8.77 | 550.00 | 4,820.75 |
| 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 25.104 | MILE | 1.00 | 25.10 | 1.00 | 25.10 | 560.00 | 14,058.24 |
| 0025 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 685 | EACH | 1.25 | 856.25 | 1.40 | 959.00 | 2.10 | 1,438.50 |
| 0026 | 716-01-00100 | Mulch (Vegetative) | 0.7 | TON | 900.00 | 630.00 | 1,100.00 | 770.00 | 1,100.00 | 770.00 |
| 0027 | 717-01-00100 | Seeding | 42 | LB | 14.00 | 588.00 | 17.00 | 714.00 | 16.00 | 672.00 |
| 0028 | 718-01-00100 | Fertilizer | 700 | LB | 0.80 | 560.00 | 2.00 | 1,400.00 | 1.10 | 770.00 |
| 0029 | 726-01-00100 | Bedding Material | 6.4 | CUYD | 102.00 | 652.80 | 175.00 | 1,120.00 | 400.00 | 2,560.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 45,000.00 | 45,000.00 | 120,000.00 | 120,000.00 | 115,600.00 | 115,600.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 75.00 | 1,200.00 | 85.00 | 1,360.00 | 76.00 | 1,216.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 468 | EACH | 6.00 | 2,808.00 | 5.85 | 2,737.80 | 6.00 | 2,808.00 |
| 0033 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 744 | LNFT | 5.00 | 3,720.00 | 1.50 | 1,116.00 | 1.50 | 1,116.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 8.369 | MILE | 2,800.00 | 23,433.20 | 3,000.00 | 25,107.00 | 3,000.00 | 25,107.00 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.922 | MILE | 1,100.00 | 3,214.20 | 950.00 | 2,775.90 | 1,000.00 | 2,922.00 |
| 0036 | 735-01-00100 | Mailboxes | 8 | EACH | 5.00 | 40.00 | 10.00 | 80.00 | 1.10 | 8.80 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 8 | EACH | 150.00 | 1,200.00 | 120.00 | 960.00 | 160.00 | 1,280.00 |
| 0038 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 6,952 | LNFT | 1.65 | 11,470.80 | 1.40 | 9,732.80 | 1.25 | 8,690.00 |
| 0039 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 3,476 | LNFT | 2.15 | 7,473.40 | 1.40 | 4,866.40 | 1.30 | 4,518.80 |
| 0040 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 2,794 | INLF | 1.60 | 4,470.40 | 1.10 | 3,073.40 | 1.80 | 5,029.20 |
| 0041 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 7.3 | MILE | 1,200.00 | 8,760.00 | 1,100.00 | 8,030.00 | 460.00 | 3,358.00 |
| CONTRACTOR TOTAL | 1,131,619.70 | 1,241,070.62 | 1,295,198.10 | |||||||