Bid Tabulations
Letting of
01/19/2011
LA DOTD Headquarters
| Lead Project: 408-02-0011-R1 | |
| Parish: St. Mary | |
| Routes: LA 87 | |
| Description: LA 322 - END OF MAINTENANCE | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC PAVEMENT, IN-PLACE CEMENT STABLIZED BASE COURSE, SUBGRADE LAYER, ASPHALTIC SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $3,573,871.42 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $3,446,501.03 |
| 2 | 32600 | The Lemoine Company Llc | $3,489,059.58 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $3,672,046.24 |
| 4 | 51821 | Elliott Construction, LLC | $3,780,121.29 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - The Lemoine Company Llc |
- 3 - Diamond B Construction Co., L.L.C. |
- 4 - Elliott Construction, 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 | 40 | SQYD | 25.00 | 1,000.00 | 20.00 | 800.00 | 62.00 | 2,480.00 | 45.00 | 1,800.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) (Stas. 14+62, 18+37 and 99+00) | 224 | LNFT | 15.00 | 3,360.00 | 20.50 | 4,592.00 | 11.00 | 2,464.00 | 15.00 | 3,360.00 |
| 0003 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 400 | CUYD | 15.00 | 6,000.00 | 22.25 | 8,900.00 | 17.00 | 6,800.00 | 15.00 | 6,000.00 |
| 0004 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 20 | EACH | 50.00 | 1,000.00 | 66.00 | 1,320.00 | 265.00 | 5,300.00 | 70.00 | 1,400.00 |
| 0005 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 73,780 | SQYD | 5.46 | 402,838.80 | 4.90 | 361,522.00 | 6.00 | 442,680.00 | 6.20 | 457,436.00 |
| 0006 | 303-02-00100 | Removal of Existing Patches | 1,000 | SQYD | 15.00 | 15,000.00 | 14.60 | 14,600.00 | 17.00 | 17,000.00 | 15.00 | 15,000.00 |
| 0007 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 73,522 | SQYD | 11.05 | 812,418.10 | 10.50 | 771,981.00 | 12.00 | 882,264.00 | 13.10 | 963,138.20 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,746 | CUYD | 1.00 | 2,746.00 | 34.00 | 93,364.00 | 21.00 | 57,666.00 | 20.00 | 54,920.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 225 | CUYD | 1.00 | 225.00 | 25.00 | 5,625.00 | 50.00 | 11,250.00 | 20.00 | 4,500.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 19,409.8 | TON | 74.00 | 1,436,325.20 | 79.50 | 1,543,079.10 | 71.00 | 1,378,095.80 | 77.75 | 1,509,111.95 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 482.5 | TON | 130.00 | 62,725.00 | 117.00 | 56,452.50 | 120.00 | 57,900.00 | 133.50 | 64,413.75 |
| 0012 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 49,170 | GAL | 3.17 | 155,868.90 | 3.60 | 177,012.00 | 3.25 | 159,802.50 | 3.40 | 167,178.00 |
| 0013 | 507-02-00200 | Aggregate (S2) | 72,309 | SQYD | 1.00 | 72,309.00 | 1.18 | 85,324.62 | 1.15 | 83,155.35 | 1.09 | 78,816.81 |
| 0014 | 507-02-00300 | Aggregate (S3) | 72,309 | SQYD | 0.80 | 57,847.20 | 0.95 | 68,693.55 | 0.90 | 65,078.10 | 0.88 | 63,631.92 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 60,546 | SQYD | 3.25 | 196,774.50 | 1.80 | 108,982.80 | 3.10 | 187,692.60 | 2.00 | 121,092.00 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6,271 | CUYD | 0.01 | -62.71 | 0.01 | -62.71 | 0.10 | -627.10 | 0.12 | -752.52 |
| 0017 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 56 | LNFT | 100.00 | 5,600.00 | 153.50 | 8,596.00 | 170.00 | 9,520.00 | 190.00 | 10,640.00 |
| 0018 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 56 | LNFT | 115.00 | 6,440.00 | 189.50 | 10,612.00 | 180.00 | 10,080.00 | 200.00 | 11,200.00 |
| 0019 | 701-02-02120 | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | 112 | LNFT | 188.00 | 21,056.00 | 162.30 | 18,177.60 | 215.00 | 24,080.00 | 205.00 | 22,960.00 |
| 0020 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 4 | LNFT | 65.00 | 260.00 | 269.00 | 1,076.00 | 170.00 | 680.00 | 250.00 | 1,000.00 |
| 0021 | 701-15-00100 | Concrete Collar | 1 | EACH | 2,000.00 | 2,000.00 | 450.00 | 450.00 | 1,100.00 | 1,100.00 | 1,100.00 | 1,100.00 |
| 0022 | 706-02-00200 | Concrete Drive (6" Thick) | 40 | SQYD | 75.00 | 3,000.00 | 80.00 | 3,200.00 | 90.00 | 3,600.00 | 72.00 | 2,880.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,500.00 | 12,500.00 | 30,600.00 | 30,600.00 | 13,000.00 | 13,000.00 | 27,500.00 | 27,500.00 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.85 | MILE | 400.00 | 1,940.00 | 500.00 | 2,425.00 | 150.00 | 727.50 | 437.00 | 2,119.45 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 6.804 | MILE | 1.00 | 6.80 | 500.00 | 3,402.00 | 210.00 | 1,428.84 | 210.00 | 1,428.84 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 4.086 | MILE | 1.00 | 4.09 | 850.00 | 3,473.10 | 400.00 | 1,634.40 | 368.00 | 1,503.65 |
| 0027 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,330 | EACH | 2.00 | 2,660.00 | 1.70 | 2,261.00 | 1.60 | 2,128.00 | 1.75 | 2,327.50 |
| 0028 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 2,000.00 | 2,000.00 | 7,550.00 | 7,550.00 | 5,000.00 | 5,000.00 | 9,200.00 | 9,200.00 |
| 0029 | 726-01-00100 | Bedding Material | 45 | CUYD | 125.00 | 5,625.00 | 77.00 | 3,465.00 | 130.00 | 5,850.00 | 92.00 | 4,140.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 105,000.00 | 105,000.00 | 28,600.00 | 28,600.00 | 183,000.00 | 183,000.00 | 125,000.00 | 125,000.00 |
| 0031 | 729-16-00200 | Object Marker Assembly (Type 2) | 36 | EACH | 75.00 | 2,700.00 | 68.00 | 2,448.00 | 65.00 | 2,340.00 | 63.00 | 2,268.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 663 | EACH | 4.75 | 3,149.25 | 5.70 | 3,779.10 | 5.00 | 3,315.00 | 4.99 | 3,308.37 |
| 0033 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.139 | MILE | 2,600.00 | 31,561.40 | 2,603.00 | 31,597.82 | 2,750.00 | 33,382.25 | 2,730.00 | 33,139.47 |
| 0034 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.85 | MILE | 800.00 | 3,880.00 | 990.00 | 4,801.50 | 900.00 | 4,365.00 | 840.00 | 4,074.00 |
| 0035 | 735-01-00100 | Mailboxes | 1 | EACH | 1.00 | 1.00 | 6.80 | 6.80 | 1.00 | 1.00 | 6.50 | 6.50 |
| 0036 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 1,000.00 | 1,000.00 | 140.00 | 140.00 | 125.00 | 125.00 | 126.00 | 126.00 |
| 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 9,000.00 | 9,000.00 | 19,500.00 | 19,500.00 | 6,500.00 | 6,500.00 | 2,500.00 | 2,500.00 |
| 0038 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 594 | INLF | 1.25 | 742.50 | 1.20 | 712.80 | 2.00 | 1,188.00 | 1.10 | 653.40 |
| CONTRACTOR TOTAL | 3,446,501.03 | 3,489,059.58 | 3,672,046.24 | 3,780,121.29 | ||||||||