Bid Tabulations
Letting of
04/10/2013
LA DOTD Headquarters
| Lead Project: H.009665.6 | |
| Parish: Assumption | |
| Routes: LA 999, LA 1005, LA 402 | |
| Description: LA 999, LA 1005 & LA 402 OVERLAY | |
| Type Const: GRADING, CLASS II BASE COURSE, LIME TREATMENT, IN-PLACE CEMENT TREATED BASE COURSE, AGGREGATE ROADWAY SURFACING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, COLD PLANING ASPHALTIC CONCRETE, DRAINAGE IMPROVEMENTS and RELATED WORK. | |
| Estimated Construction Cost: $4,917,551.33 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $4,442,526.73 |
| 2 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $4,482,969.01 |
| 3 | 06276 | Barriere Construction Co., LLC | $4,675,968.13 |
| 4 | 00046 | Barber Bros. Contracting Co., L.L.C | $4,683,620.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - F.G. Sullivan, Jr. Contractor LLC |
- 3 - Barriere Construction Co., LLC |
- 4 - Barber Bros. Contracting Co., L.L.C |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-00010 | Removal of Removal of existing wooden retaining wall at Whitmel canal on control section 804-10 at Sta. 83+92.00 | 1 | EACH | 500.00 | 500.00 | 500.00 | 500.00 | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 |
| 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) Existing 66" cross drain across Whitmel canal on control section 804-10 at Sta 83+92.00 | 30 | LNFT | 10.00 | 300.00 | 10.00 | 300.00 | 40.00 | 1,200.00 | 75.00 | 2,250.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) Existing 18" CMP on control section 804-10 at Sta. 63+85.00 | 32 | LNFT | 10.00 | 320.00 | 10.00 | 320.00 | 10.00 | 320.00 | 30.00 | 960.00 |
| 0004 | 202-02-36000 | Removal of Railroad Grade Crossing Existing rail crossing on control section 804-20 at Sta. 68+71.36 | 1 | EACH | 5,000.00 | 5,000.00 | 1,700.00 | 1,700.00 | 5,000.00 | 5,000.00 | 2,500.00 | 2,500.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 50,000.00 | 50,000.00 | 18,000.00 | 18,000.00 | 4,000.00 | 4,000.00 | 40,000.00 | 40,000.00 |
| 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,945 | CUYD | 25.00 | 98,625.00 | 16.00 | 63,120.00 | 30.00 | 118,350.00 | 20.00 | 78,900.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 1,580 | CUYD | 35.00 | 55,300.00 | 28.50 | 45,030.00 | 10.00 | 15,800.00 | 20.00 | 31,600.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 50 | EACH | 25.00 | 1,250.00 | 110.00 | 5,500.00 | 10.00 | 500.00 | 200.00 | 10,000.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 76,665.6 | LNFT | 0.01 | 766.66 | 1.50 | 114,998.40 | 0.10 | 7,666.56 | 1.25 | 95,832.00 |
| 0010 | 302-02-06121 | Class II Base Course (12" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 27,500 | SQYD | 25.00 | 687,500.00 | 25.70 | 706,750.00 | 28.00 | 770,000.00 | 25.00 | 687,500.00 |
| 0011 | 303-02-00100 | Removal of Existing Patches | 687 | SQYD | 1.00 | 687.00 | 5.00 | 3,435.00 | 5.00 | 3,435.00 | 20.00 | 13,740.00 |
| 0012 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 1,997.2 | SQYD | 3.00 | 5,991.60 | 4.00 | 7,988.80 | 1.00 | 1,997.20 | 1.50 | 2,995.80 |
| 0013 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 3,994.4 | SQYD | 5.50 | 21,969.20 | 5.00 | 19,972.00 | 1.00 | 3,994.40 | 5.00 | 19,972.00 |
| 0014 | 306-02-00100 | Scarifying and Compacting Roadbed (6" Thick) To be used to prepare existing aggregate roadway for improvements on LA 402 from STA 10+00.00 to STA 99+76.00 | 22,938.7 | SQYD | 2.00 | 45,877.40 | 1.00 | 22,938.70 | 2.00 | 45,877.40 | 0.75 | 17,204.03 |
| 0015 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 79,886.4 | SQYD | 6.50 | 519,261.60 | 7.00 | 559,204.80 | 6.50 | 519,261.60 | 7.00 | 559,204.80 |
| 0016 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,987.62 | CUYD | 80.00 | 159,009.60 | 20.00 | 39,752.40 | 23.00 | 45,715.26 | 55.00 | 109,319.10 |
| 0017 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 800 | CUYD | 0.01 | 8.00 | 50.00 | 40,000.00 | 10.00 | 8,000.00 | 35.00 | 28,000.00 |
| 0018 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 500 | CUYD | 80.00 | 40,000.00 | 50.00 | 25,000.00 | 10.00 | 5,000.00 | 75.00 | 37,500.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 19,805.1 | TON | 72.00 | 1,425,967.20 | 83.00 | 1,643,823.30 | 80.00 | 1,584,408.00 | 90.00 | 1,782,459.00 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 249.3 | TON | 125.00 | 31,162.50 | 83.00 | 20,691.90 | 80.00 | 19,944.00 | 130.00 | 32,409.00 |
| 0021 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 52,108.7 | GAL | 3.50 | 182,380.45 | 4.50 | 234,489.15 | 3.57 | 186,028.06 | 4.00 | 208,434.80 |
| 0022 | 507-02-00200 | Aggregate (S2) | 76,630.4 | SQYD | 1.00 | 76,630.40 | 1.30 | 99,619.52 | 0.88 | 67,434.75 | 1.15 | 88,124.96 |
| 0023 | 507-02-00300 | Aggregate (S3) | 76,630.4 | SQYD | 0.80 | 61,304.32 | 1.10 | 84,293.44 | 0.75 | 57,472.80 | 0.90 | 68,967.36 |
| 0024 | 509-01-00100 | Cold Planing Asphaltic Pavement | 68,828 | SQYD | 2.00 | 137,656.00 | 2.00 | 137,656.00 | 1.00 | 68,828.00 | 2.50 | 172,070.00 |
| 0025 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,529.52 | CUYD | 10.00 | -15,295.20 | 0.00 | 0.00 | 0.01 | -15.30 | 0.00 | 0.00 |
| 0026 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) control section 804-10 Sta. 63+85.00 | 64 | LNFT | 120.00 | 7,680.00 | 120.00 | 7,680.00 | 130.00 | 8,320.00 | 175.00 | 11,200.00 |
| 0027 | 706-02-00200 | Concrete Drive (6" Thick) | 204.4 | SQYD | 45.00 | 9,198.00 | 65.00 | 13,286.00 | 75.00 | 15,330.00 | 140.00 | 28,616.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 | 300,000.00 | 300,000.00 | 40,000.00 | 40,000.00 |
| 0029 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 4.88 | MILE | 400.00 | 1,952.00 | 250.00 | 1,220.00 | 100.00 | 488.00 | 350.00 | 1,708.00 |
| 0030 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 30.75 | MILE | 250.00 | 7,687.50 | 100.00 | 3,075.00 | 100.00 | 3,075.00 | 340.00 | 10,455.00 |
| 0031 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 |
| 0032 | 726-01-00100 | Bedding Material | 150 | CUYD | 40.00 | 6,000.00 | 115.00 | 17,250.00 | 70.00 | 10,500.00 | 95.00 | 14,250.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 425,000.00 | 425,000.00 | 161,500.00 | 161,500.00 | 400,000.00 | 400,000.00 | 200,000.00 | 200,000.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,569 | EACH | 4.00 | 6,276.00 | 4.00 | 6,276.00 | 5.00 | 7,845.00 | 5.25 | 8,237.25 |
| 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 24.13 | MILE | 2,500.00 | 60,325.00 | 2,400.00 | 57,912.00 | 2,300.00 | 55,499.00 | 2,800.00 | 67,564.00 |
| 0036 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.44 | MILE | 750.00 | 1,830.00 | 500.00 | 1,220.00 | 820.00 | 2,000.80 | 700.00 | 1,708.00 |
| 0037 | 735-01-00100 | Mailboxes | 65 | EACH | 1.00 | 65.00 | 1.00 | 65.00 | 1.00 | 65.00 | 2.00 | 130.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 63 | EACH | 110.00 | 6,930.00 | 108.00 | 6,804.00 | 110.00 | 6,930.00 | 135.00 | 8,505.00 |
| 0039 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 130.00 | 130.00 | 125.00 | 125.00 | 190.00 | 190.00 | 250.00 | 250.00 |
| 0040 | 739-01-00100 | Hydro-Seeding | 7.04 | ACRE | 1,300.00 | 9,152.00 | 1,280.00 | 9,011.20 | 1,200.00 | 8,448.00 | 1,500.00 | 10,560.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | 100,000.00 | 100,000.00 | 10,000.00 | 10,000.00 |
| 0042 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) To be used to construct box culvert headwalls | 26 | CUYD | 1,100.00 | 28,600.00 | 1,100.00 | 28,600.00 | 1,900.00 | 49,400.00 | 1,200.00 | 31,200.00 |
| 0043 | 805-12-03040 | Reinforced Concrete Box Culverts (8' x 6') | 150 | LNFT | 1,000.00 | 150,000.00 | 1,110.00 | 166,500.00 | 930.00 | 139,500.00 | 750.00 | 112,500.00 |
| 0044 | 806-01-00100 | Deformed Reinforcing Steel To be used to construct box culvert headwalls | 2,075.5 | LB | 1.00 | 2,075.50 | 1.00 | 2,075.50 | 2.00 | 4,151.00 | 3.00 | 6,226.50 |
| 0045 | NS-200-00020 | Cleaning Existing Ditches | 1,000 | LNFT | 8.00 | 8,000.00 | 8.00 | 8,000.00 | 5.00 | 5,000.00 | 5.00 | 5,000.00 |
| 0046 | 304-01-00100 | Lime | 72.27 | TON | 200.00 | 14,454.00 | 170.00 | 12,285.90 | 180.00 | 13,008.60 | 250.00 | 18,067.50 |
| CONTRACTOR TOTAL | 4,442,526.73 | 4,482,969.01 | 4,675,968.13 | 4,683,620.10 | ||||||||