Bid Tabulations
Letting of
09/22/2010
LA DOTD Headquarters
| Lead Project: 023-06-0065 | |
| Parish: Jackson | |
| Routes: | |
| Description: EDGE OF CROSSOVER TO JACKSON P/L and WINN P/L TO JONESBORO | |
| Type Const: CLEARING AND GRUBBING, GRADING, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $3,411,889.01 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $2,793,149.91 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,793,331.17 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $3,292,134.35 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) (Tree Trimming) | 1 | LUMP | 8,000.00 | 8,000.00 | 8,050.00 | 8,050.00 | 8,000.00 | 8,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100.00 | 100.00 | 1.00 | 1.00 | 3,000.00 | 3,000.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 2,874 | LNFT | 7.00 | 20,118.00 | 5.00 | 14,370.00 | 5.00 | 14,370.00 |
| 0004 | 203-01-00100 | General Excavation | 97 | CUYD | 38.00 | 3,686.00 | 32.00 | 3,104.00 | 18.00 | 1,746.00 |
| 0005 | 203-04-00300 | Nonplastic Embankment (Stone) | 97 | CUYD | 115.00 | 11,155.00 | 100.00 | 9,700.00 | 100.00 | 9,700.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,262 | CUYD | 14.00 | 31,668.00 | 17.00 | 38,454.00 | 15.00 | 33,930.00 |
| 0007 | 203-08-00100 | Geotextile Fabric | 100 | SQYD | 1.50 | 150.00 | 5.00 | 500.00 | 5.00 | 500.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 20 | CUYD | 20.00 | 400.00 | 100.00 | 2,000.00 | 100.00 | 2,000.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 19,344.8 | TON | 75.00 | 1,450,860.00 | 67.00 | 1,296,101.60 | 80.00 | 1,547,584.00 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,413.3 | TON | 75.00 | 105,997.50 | 109.00 | 154,049.70 | 140.00 | 197,862.00 |
| 0011 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 47,998 | GAL | 2.90 | 139,194.20 | 3.00 | 143,994.00 | 3.00 | 143,994.00 |
| 0012 | 507-02-00200 | Aggregate (S2) | 70,583 | SQYD | 1.09 | 76,935.47 | 1.05 | 74,112.15 | 1.15 | 81,170.45 |
| 0013 | 507-02-00300 | Aggregate (S3) | 70,583 | SQYD | 0.90 | 63,524.70 | 0.80 | 56,466.40 | 0.95 | 67,053.85 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 72,821 | SQYD | 1.00 | 72,821.00 | 1.70 | 123,795.70 | 0.80 | 58,256.80 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,035 | CUYD | 0.10 | -303.50 | 0.10 | -303.50 | 1.00 | -3,035.00 |
| 0016 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 3,114 | SQYD | 80.00 | 249,120.00 | 80.00 | 249,120.00 | 110.00 | 342,540.00 |
| 0017 | 510-01-00400 | Pavement Patching (24" Minimum Thickness) | 876 | SQYD | 120.00 | 105,120.00 | 122.00 | 106,872.00 | 135.00 | 118,260.00 |
| 0018 | 510-03-00100 | Pavement Joint Repair | 503.4 | TON | 180.00 | 90,612.00 | 140.00 | 70,476.00 | 190.00 | 95,646.00 |
| 0019 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 612.5 | LNFT | 58.00 | 35,525.00 | 60.00 | 36,750.00 | 60.00 | 36,750.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 3,093.8 | LNFT | 20.00 | 61,876.00 | 21.00 | 64,969.80 | 20.00 | 61,876.00 |
| 0021 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 68.8 | LNFT | 70.00 | 4,816.00 | 70.00 | 4,816.00 | 70.00 | 4,816.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 11 | EACH | 2,100.00 | 23,100.00 | 2,200.00 | 24,200.00 | 2,300.00 | 25,300.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 43,000.00 | 43,000.00 | 55,000.00 | 55,000.00 | 25,000.00 | 25,000.00 |
| 0024 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 493 | LNFT | 0.75 | 369.75 | 0.30 | 147.90 | 0.25 | 123.25 |
| 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 14.361 | MILE | 225.00 | 3,231.23 | 150.00 | 2,154.15 | 300.00 | 4,308.30 |
| 0026 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 19.148 | MILE | 1.00 | 19.15 | 320.00 | 6,127.36 | 100.00 | 1,914.80 |
| 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 38.296 | MILE | 1.00 | 38.30 | 425.00 | 16,275.80 | 100.00 | 3,829.60 |
| 0028 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 4 | EACH | 75.00 | 300.00 | 52.00 | 208.00 | 55.00 | 220.00 |
| 0029 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 4 | EACH | 75.00 | 300.00 | 52.00 | 208.00 | 55.00 | 220.00 |
| 0030 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,350 | EACH | 2.25 | 3,037.50 | 1.90 | 2,565.00 | 2.00 | 2,700.00 |
| 0031 | 716-01-00100 | Mulch (Vegetative) | 18.5 | TON | 500.00 | 9,250.00 | 250.00 | 4,625.00 | 250.00 | 4,625.00 |
| 0032 | 717-01-00100 | Seeding | 554 | LB | 6.00 | 3,324.00 | 9.50 | 5,263.00 | 9.00 | 4,986.00 |
| 0033 | 718-01-00100 | Fertilizer | 9,230 | LB | 0.40 | 3,692.00 | 0.35 | 3,230.50 | 0.35 | 3,230.50 |
| 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 62,000.00 | 62,000.00 | 101,000.00 | 101,000.00 | 210,000.00 | 210,000.00 |
| 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 22 | EACH | 65.00 | 1,430.00 | 70.00 | 1,540.00 | 75.00 | 1,650.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 721 | EACH | 5.00 | 3,605.00 | 4.75 | 3,424.75 | 5.90 | 4,253.90 |
| 0037 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 493 | LNFT | 3.75 | 1,848.75 | 1.00 | 493.00 | 1.50 | 739.50 |
| 0038 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 670 | LNFT | 4.75 | 3,182.50 | 3.20 | 2,144.00 | 5.00 | 3,350.00 |
| 0039 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 9.574 | MILE | 2,400.00 | 22,977.60 | 2,250.00 | 21,541.50 | 2,800.00 | 26,807.20 |
| 0040 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.787 | MILE | 1,050.00 | 5,026.35 | 850.00 | 4,068.95 | 950.00 | 4,547.65 |
| 0041 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 4 | EACH | 275.00 | 1,100.00 | 250.00 | 1,000.00 | 240.00 | 960.00 |
| 0042 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 4 | EACH | 375.00 | 1,500.00 | 250.00 | 1,000.00 | 250.00 | 1,000.00 |
| 0043 | 735-01-00100 | Mailboxes | 1 | EACH | 5.00 | 5.00 | 5.00 | 5.00 | 1.00 | 1.00 |
| 0044 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 200.00 | 200.00 | 300.00 | 300.00 | 165.00 | 165.00 |
| 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,500.00 | 2,500.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 0046 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 9,109 | LNFT | 1.50 | 13,663.50 | 1.35 | 12,297.15 | 1.15 | 10,475.35 |
| 0047 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 5,160 | LNFT | 1.70 | 8,772.00 | 1.35 | 6,966.00 | 1.15 | 5,934.00 |
| 0048 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 14,269 | LNFT | 0.90 | 12,842.10 | 0.92 | 13,127.48 | 1.00 | 14,269.00 |
| 0049 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 116,514 | INLF | 0.09 | 10,486.26 | 0.10 | 11,651.40 | 0.40 | 46,605.60 |
| 0050 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 39,552 | INLF | 0.11 | 4,350.72 | 0.16 | 6,328.32 | 0.40 | 15,820.80 |
| 0051 | NS-602-00001 | Milling Concrete Pavement | 1,882.7 | SQYD | 4.75 | 8,942.83 | 9.83 | 18,506.94 | 14.00 | 26,357.80 |
| 0052 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 9.6 | MILE | 800.00 | 7,680.00 | 472.20 | 4,533.12 | 700.00 | 6,720.00 |
| CONTRACTOR TOTAL | 2,793,149.91 | 2,793,331.17 | 3,292,134.35 | |||||||