Bid Tabulations
Letting of
05/09/2012
LA DOTD Headquarters
| Lead Project: H.001331.6 | |
| Parish: St. Tammany | |
| Routes: LA 41 | |
| Description: LA 41: LA 435 - LA 40 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $5,055,006.80 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC. | $4,595,409.40 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $4,786,308.60 |
| 3 | 06487 | Huey Stockstill, Inc. | $4,810,017.98 |
| 4 | 02179 | Boh Bros. Construction Co., LLC. | $5,073,107.22 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Huey Stockstill, Inc. |
- 4 - Boh Bros. Construction Co., LLC. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-14500 | Removal of Guard Rail | 608 | LNFT | 3.75 | 2,280.00 | 4.50 | 2,736.00 | 4.00 | 2,432.00 | 3.75 | 2,280.00 |
| 0002 | 202-02-38300 | Removal of Sign and U-Channel Post | 4 | EACH | 5.25 | 21.00 | 55.00 | 220.00 | 5.00 | 20.00 | 5.50 | 22.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,265 | CUYD | 6.00 | 19,590.00 | 21.00 | 68,565.00 | 17.00 | 55,505.00 | 30.00 | 97,950.00 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 20,881 | TON | 75.00 | 1,566,075.00 | 80.00 | 1,670,480.00 | 85.00 | 1,774,885.00 | 85.00 | 1,774,885.00 |
| 0005 | 502-01-00100 | Superpave Asphaltic Concrete (Shoulder Work Only) | 17,815.1 | TON | 75.00 | 1,336,132.50 | 80.00 | 1,425,208.00 | 75.00 | 1,336,132.50 | 85.00 | 1,514,283.50 |
| 0006 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,729.6 | TON | 75.00 | 129,720.00 | 1.00 | 1,729.60 | 1.00 | 1,729.60 | 135.00 | 233,496.00 |
| 0007 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 118,326 | GAL | 3.60 | 425,973.60 | 3.50 | 414,141.00 | 3.37 | 398,758.62 | 3.50 | 414,141.00 |
| 0008 | 507-02-00200 | Aggregate (S2) | 174,010 | SQYD | 0.80 | 139,208.00 | 0.80 | 139,208.00 | 0.75 | 130,507.50 | 0.80 | 139,208.00 |
| 0009 | 507-02-00300 | Aggregate (S3) | 174,010 | SQYD | 0.70 | 121,807.00 | 0.60 | 104,406.00 | 0.60 | 104,406.00 | 0.60 | 104,406.00 |
| 0010 | 509-01-00100 | Cold Planing Asphaltic Pavement | 111,653 | SQYD | 1.75 | 195,392.75 | 1.50 | 167,479.50 | 1.00 | 111,653.00 | 1.50 | 167,479.50 |
| 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,326 | CUYD | 10.00 | -23,260.00 | 0.10 | -232.60 | 0.00 | 0.00 | 15.00 | -34,890.00 |
| 0012 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 4,000 | SQYD | 72.00 | 288,000.00 | 75.00 | 300,000.00 | 40.00 | 160,000.00 | 100.00 | 400,000.00 |
| 0013 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 200 | LNFT | 36.00 | 7,200.00 | 27.00 | 5,400.00 | 28.00 | 5,600.00 | 29.00 | 5,800.00 |
| 0014 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 21.00 | 787.50 | 28.00 | 1,050.00 | 21.00 | 787.50 | 20.00 | 750.00 |
| 0015 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 | 55.00 | 5,500.00 | 60.00 | 6,000.00 | 62.00 | 6,200.00 |
| 0016 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,250.00 | 9,000.00 | 2,400.00 | 9,600.00 | 2,100.00 | 8,400.00 | 2,150.00 | 8,600.00 |
| 0017 | 711-02-00300 | Riprap (30 lb) | 4 | CUYD | 200.00 | 800.00 | 275.00 | 1,100.00 | 300.00 | 1,200.00 | 250.00 | 1,000.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 45,000.00 | 45,000.00 | 30,000.00 | 30,000.00 | 104,000.00 | 104,000.00 | 20,000.00 | 20,000.00 |
| 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 20.28 | MILE | 100.00 | 2,028.00 | 175.00 | 3,549.00 | 135.00 | 2,737.80 | 10.00 | 202.80 |
| 0020 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 11.064 | MILE | 220.00 | 2,434.08 | 225.00 | 2,489.40 | 15.00 | 165.96 | 15.00 | 165.96 |
| 0021 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 57.573 | MILE | 1.00 | 57.57 | 300.00 | 17,271.90 | 20.00 | 1,151.46 | 20.00 | 1,151.46 |
| 0022 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,786 | EACH | 1.90 | 3,393.40 | 1.30 | 2,321.80 | 0.60 | 1,071.60 | 1.30 | 2,321.80 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 16.3 | TON | 2,650.00 | 43,195.00 | 725.00 | 11,817.50 | 425.00 | 6,927.50 | 765.00 | 12,469.50 |
| 0024 | 717-01-00100 | Seeding | 246 | LB | 13.00 | 3,198.00 | 8.50 | 2,091.00 | 9.30 | 2,287.80 | 10.00 | 2,460.00 |
| 0025 | 718-01-00100 | Fertilizer | 8,190 | LB | 2.10 | 17,199.00 | 0.55 | 4,504.50 | 0.48 | 3,931.20 | 0.52 | 4,258.80 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 | 287,000.00 | 287,000.00 | 480,000.00 | 480,000.00 | 100,000.00 | 100,000.00 |
| 0027 | 729-01-00100 | Sign (Type A) | 37.1 | SQFT | 22.00 | 816.20 | 20.00 | 742.00 | 21.00 | 779.10 | 21.00 | 779.10 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 80.00 | 320.00 | 83.00 | 332.00 | 82.00 | 328.00 |
| 0029 | 729-21-00100 | U-Channel Post | 8 | EACH | 120.00 | 960.00 | 90.00 | 720.00 | 114.00 | 912.00 | 112.00 | 896.00 |
| 0030 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,226 | EACH | 5.50 | 6,743.00 | 5.50 | 6,743.00 | 5.60 | 6,865.60 | 5.25 | 6,436.50 |
| 0031 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 19.191 | MILE | 3,800.00 | 72,925.80 | 2,600.00 | 49,896.60 | 2,600.00 | 49,896.60 | 2,500.00 | 47,977.50 |
| 0032 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.688 | MILE | 750.00 | 2,766.00 | 750.00 | 2,766.00 | 880.00 | 3,245.44 | 850.00 | 3,134.80 |
| 0033 | 735-01-00100 | Mailboxes | 67 | EACH | 11.00 | 737.00 | 11.00 | 737.00 | 10.00 | 670.00 | 10.00 | 670.00 |
| 0034 | 735-02-00100 | Mailbox Supports (Single) | 58 | EACH | 125.00 | 7,250.00 | 130.00 | 7,540.00 | 120.00 | 6,960.00 | 120.00 | 6,960.00 |
| 0035 | 735-04-00100 | Mailbox Supports (Multiple) | 3 | EACH | 415.00 | 1,245.00 | 425.00 | 1,275.00 | 400.00 | 1,200.00 | 400.00 | 1,200.00 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 13,100.00 | 13,100.00 | 30,000.00 | 30,000.00 | 4,000.00 | 4,000.00 |
| 0037 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 20,000 | INLF | 0.50 | 10,000.00 | 1.00 | 20,000.00 | 0.20 | 4,000.00 | 0.80 | 16,000.00 |
| 0038 | NS-724-00001 | Rumble Strips (Centerline Ground-In) | 6.76 | MILE | 650.00 | 4,394.00 | 715.00 | 4,833.40 | 720.00 | 4,867.20 | 900.00 | 6,084.00 |
| CONTRACTOR TOTAL | 4,595,409.40 | 4,786,308.60 | 4,810,017.98 | 5,073,107.22 | ||||||||