Bid Tabulations
Letting of
09/12/2012
LA DOTD Headquarters
| Lead Project: H.008331.6 | |
| Parish: St. Landry | |
| Routes: LA 360 | |
| Description: LA 360: LA 10 - LA 105 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, IN PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $5,290,384.75 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $5,299,166.21 |
| 2 | 34356 | Prairie Contractors Inc. | $5,736,106.36 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $5,763,115.67 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $5,877,075.03 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Prairie Contractors Inc. |
- 3 - Diamond B Construction Co., L.L.C. |
- 4 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 60 | SQYD | 50.00 | 3,000.00 | 10.00 | 600.00 | 30.00 | 1,800.00 | 20.00 | 1,200.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 800 | LNFT | 1.00 | 800.00 | 15.00 | 12,000.00 | 11.00 | 8,800.00 | 6.00 | 4,800.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) (STA. 165+10) | 4 | LNFT | 250.00 | 1,000.00 | 25.00 | 100.00 | 16.00 | 64.00 | 100.00 | 400.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,450 | CUYD | 12.00 | 17,400.00 | 15.00 | 21,750.00 | 24.00 | 34,800.00 | 20.00 | 29,000.00 |
| 0005 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,850 | CUYD | 12.00 | 34,200.00 | 15.00 | 42,750.00 | 16.00 | 45,600.00 | 20.00 | 57,000.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 90 | EACH | 30.00 | 2,700.00 | 100.00 | 9,000.00 | 110.00 | 9,900.00 | 95.00 | 8,550.00 |
| 0007 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 15,547 | SQYD | 12.00 | 186,564.00 | 13.00 | 202,111.00 | 12.00 | 186,564.00 | 14.00 | 217,658.00 |
| 0008 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 131,640 | SQYD | 8.40 | 1,105,776.00 | 8.50 | 1,118,940.00 | 9.00 | 1,184,760.00 | 8.95 | 1,178,178.00 |
| 0009 | 304-05-00100 | Lime Treatment (Type E) | 507.16 | TON | 400.00 | 202,864.00 | 425.00 | 215,543.00 | 425.00 | 215,543.00 | 350.00 | 177,506.00 |
| 0010 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 51,304 | SQYD | 13.52 | 693,630.08 | 13.60 | 697,734.40 | 14.00 | 718,256.00 | 13.50 | 692,604.00 |
| 0011 | 308-02-00100 | Removal of Existing Patches | 750 | SQYD | 15.00 | 11,250.00 | 46.00 | 34,500.00 | 15.00 | 11,250.00 | 5.00 | 3,750.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 250 | CUYD | 50.00 | 12,500.00 | 124.00 | 31,000.00 | 100.00 | 25,000.00 | 80.00 | 20,000.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 1.00 | 50.00 | 150.00 | 7,500.00 | 75.00 | 3,750.00 | 100.00 | 5,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 24,787.9 | TON | 84.50 | 2,094,577.55 | 89.00 | 2,206,123.10 | 84.00 | 2,082,183.60 | 83.00 | 2,057,395.70 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 696.7 | TON | 50.00 | 34,835.00 | 50.00 | 34,835.00 | 175.00 | 121,922.50 | 160.00 | 111,472.00 |
| 0016 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 77,490 | GAL | 3.50 | 271,215.00 | 3.50 | 271,215.00 | 3.60 | 278,964.00 | 3.90 | 302,211.00 |
| 0017 | 507-02-00200 | Aggregate (S2) | 113,952 | SQYD | 0.77 | 87,743.04 | 0.90 | 102,556.80 | 0.80 | 91,161.60 | 0.95 | 108,254.40 |
| 0018 | 507-02-00300 | Aggregate (S3) | 113,952 | SQYD | 0.53 | 60,394.56 | 0.70 | 79,766.40 | 0.55 | 62,673.60 | 0.75 | 85,464.00 |
| 0019 | 509-01-00100 | Cold Planing Asphaltic Pavement | 100,628 | SQYD | 1.90 | 191,193.20 | 2.00 | 201,256.00 | 3.00 | 301,884.00 | 0.10 | 10,062.80 |
| 0020 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6,805 | CUYD | 0.01 | -68.05 | 0.01 | -68.05 | 10.00 | -68,050.00 | 1.00 | -6,805.00 |
| 0021 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 116 | SQYD | 100.00 | 11,600.00 | 163.00 | 18,908.00 | 125.00 | 14,500.00 | 125.00 | 14,500.00 |
| 0022 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 4 | LNFT | 500.00 | 2,000.00 | 300.00 | 1,200.00 | 260.00 | 1,040.00 | 750.00 | 3,000.00 |
| 0023 | 701-15-00100 | Concrete Collar | 1 | EACH | 1,500.00 | 1,500.00 | 800.00 | 800.00 | 700.00 | 700.00 | 1,500.00 | 1,500.00 |
| 0024 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 52.00 | 5,200.00 | 50.00 | 5,000.00 | 40.00 | 4,000.00 | 40.00 | 4,000.00 |
| 0025 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 537.5 | LNFT | 57.00 | 30,637.50 | 80.00 | 43,000.00 | 52.00 | 27,950.00 | 55.00 | 29,562.50 |
| 0026 | 704-03-00100 | Blocked Out Guard Rail | 75 | LNFT | 20.00 | 1,500.00 | 25.00 | 1,875.00 | 23.00 | 1,725.00 | 25.00 | 1,875.00 |
| 0027 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 | 2,500.00 | 10,000.00 | 2,600.00 | 10,400.00 |
| 0028 | 706-02-00200 | Concrete Drive (6" Thick) | 25 | SQYD | 100.00 | 2,500.00 | 80.00 | 2,000.00 | 73.00 | 1,825.00 | 275.00 | 6,875.00 |
| 0029 | 707-03-00100 | Combination Concrete Curb and Gutter | 100 | LNFT | 70.00 | 7,000.00 | 25.00 | 2,500.00 | 23.00 | 2,300.00 | 60.00 | 6,000.00 |
| 0030 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,300.00 | 10,300.00 | 125,000.00 | 125,000.00 | 27,000.00 | 27,000.00 | 50,000.00 | 50,000.00 |
| 0031 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 22 | LNFT | 0.50 | 11.00 | 0.01 | 0.22 | 0.60 | 13.20 | 10.00 | 220.00 |
| 0032 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 16.56 | MILE | 400.00 | 6,624.00 | 400.00 | 6,624.00 | 175.00 | 2,898.00 | 450.00 | 7,452.00 |
| 0033 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 9.07 | MILE | 175.00 | 1,587.25 | 0.01 | 0.09 | 176.00 | 1,596.32 | 100.00 | 907.00 |
| 0034 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 52.586 | MILE | 300.00 | 15,775.80 | 0.01 | 0.53 | 300.00 | 15,775.80 | 100.00 | 5,258.60 |
| 0035 | 713-05-00400 | Temporary Pavement Legends & Symbols (RR Crossing) | 2 | EACH | 25.00 | 50.00 | 0.01 | 0.02 | 26.00 | 52.00 | 100.00 | 200.00 |
| 0036 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 2,180 | EACH | 1.50 | 3,270.00 | 1.75 | 3,815.00 | 1.60 | 3,488.00 | 1.75 | 3,815.00 |
| 0037 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 | 3,200.00 | 3,200.00 | 5,000.00 | 5,000.00 |
| 0038 | 726-01-00100 | Bedding Material | 1 | CUYD | 100.00 | 100.00 | 200.00 | 200.00 | 130.00 | 130.00 | 600.00 | 600.00 |
| 0039 | 727-01-00100 | Mobilization | 1 | LUMP | 73,000.00 | 73,000.00 | 125,000.00 | 125,000.00 | 222,000.00 | 222,000.00 | 525,000.00 | 525,000.00 |
| 0040 | 729-16-00200 | Object Marker Assembly (Type 2) | 50 | EACH | 50.00 | 2,500.00 | 85.00 | 4,250.00 | 80.00 | 4,000.00 | 90.00 | 4,500.00 |
| 0041 | 729-16-00300 | Object Marker Assembly (Type 3) | 2 | EACH | 65.00 | 130.00 | 110.00 | 220.00 | 85.00 | 170.00 | 90.00 | 180.00 |
| 0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,590 | EACH | 4.00 | 6,360.00 | 5.00 | 7,950.00 | 4.00 | 6,360.00 | 6.00 | 9,540.00 |
| 0043 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 22 | LNFT | 10.00 | 220.00 | 5.00 | 110.00 | 11.00 | 242.00 | 5.75 | 126.50 |
| 0044 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 26.293 | MILE | 2,550.00 | 67,047.15 | 2,450.00 | 64,417.85 | 2,600.00 | 68,361.80 | 2,800.00 | 73,620.40 |
| 0045 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.535 | MILE | 675.00 | 3,061.13 | 750.00 | 3,401.25 | 700.00 | 3,174.50 | 975.00 | 4,421.63 |
| 0046 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 2 | EACH | 300.00 | 600.00 | 425.00 | 850.00 | 325.00 | 650.00 | 450.00 | 900.00 |
| 0047 | 735-01-00100 | Mailboxes | 69 | EACH | 1.00 | 69.00 | 2.00 | 138.00 | 1.00 | 69.00 | 2.00 | 138.00 |
| 0048 | 735-02-00100 | Mailbox Supports (Single) | 53 | EACH | 118.00 | 6,254.00 | 130.00 | 6,890.00 | 100.00 | 5,300.00 | 110.00 | 5,830.00 |
| 0049 | 735-03-00100 | Mailbox Supports (Double) | 5 | EACH | 150.00 | 750.00 | 160.00 | 800.00 | 200.00 | 1,000.00 | 200.00 | 1,000.00 |
| 0050 | 735-04-00100 | Mailbox Supports (Multiple) | 2 | EACH | 235.00 | 470.00 | 250.00 | 500.00 | 400.00 | 800.00 | 445.00 | 890.00 |
| 0051 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,000.00 | 8,000.00 | 100.00 | 100.00 | 7,000.00 | 7,000.00 | 25,000.00 | 25,000.00 |
| 0052 | NS-200-00020 | Cleaning Existing Ditches | 1,000 | LNFT | 5.00 | 5,000.00 | 7.25 | 7,250.00 | 7.00 | 7,000.00 | 8.00 | 8,000.00 |
| 0053 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 875 | INLF | 3.00 | 2,625.00 | 1.25 | 1,093.75 | 2.25 | 1,968.75 | 3.50 | 3,062.50 |
| CONTRACTOR TOTAL | 5,299,166.21 | 5,736,106.36 | 5,763,115.67 | 5,877,075.03 | ||||||||