Bid Tabulations
Letting of
08/31/2011
LA DOTD Headquarters
| Lead Project: 227-04-0018 | |
| Parish: Pointe Coupee | |
| Routes: LA 413 | |
| Description: LA 413: LA 414(S) - LA 414(N) | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK. | |
| Estimated Construction Cost: $6,030,518.60 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $6,448,846.70 |
| 2 | 00046 | Barber Bros. Contracting Co., L.L.C | $6,739,106.49 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $6,844,063.15 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - F.G. Sullivan, Jr. Contractor LLC |
- 2 - Barber Bros. Contracting Co., L.L.C |
- 3 - Coastal Bridge Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02000 | Removal of Asphalt Drives | 312.3 | SQYD | 10.00 | 3,123.00 | 30.00 | 9,369.00 | 20.00 | 6,246.00 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 47.2 | SQYD | 10.00 | 472.00 | 10.00 | 472.00 | 30.00 | 1,416.00 |
| 0003 | 202-02-06060 | Removal of Concrete Catch Basin | 5 | EACH | 300.00 | 1,500.00 | 400.00 | 2,000.00 | 500.00 | 2,500.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 51.5 | SQYD | 10.00 | 515.00 | 15.00 | 772.50 | 35.00 | 1,802.50 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 230.5 | LNFT | 10.00 | 2,305.00 | 10.00 | 2,305.00 | 10.00 | 2,305.00 |
| 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) 504+95.15 | 32 | LNFT | 10.00 | 320.00 | 20.00 | 640.00 | 5.25 | 168.00 |
| 0007 | 202-02-32100 | Removal of Pipe (Cross Drain) 497+03.25 | 32 | LNFT | 10.00 | 320.00 | 20.00 | 640.00 | 5.25 | 168.00 |
| 0008 | 202-02-32100 | Removal of Pipe (Cross Drain) 88+81.21 | 8 | LNFT | 10.00 | 80.00 | 25.00 | 200.00 | 5.25 | 42.00 |
| 0009 | 202-02-32100 | Removal of Pipe (Cross Drain) 119+91.26 | 50 | LNFT | 10.00 | 500.00 | 20.00 | 1,000.00 | 5.25 | 262.50 |
| 0010 | 202-02-32100 | Removal of Pipe (Cross Drain) 410+52.50 | 36 | LNFT | 10.00 | 360.00 | 20.00 | 720.00 | 5.25 | 189.00 |
| 0011 | 202-02-32120 | Removal of Pipe (Side Drain) 27+98.23 | 32.5 | LNFT | 10.00 | 325.00 | 20.00 | 650.00 | 1.00 | 32.50 |
| 0012 | 202-02-32120 | Removal of Pipe (Side Drain) 253+87.43 | 19 | LNFT | 10.00 | 190.00 | 25.00 | 475.00 | 1.00 | 19.00 |
| 0013 | 202-02-32120 | Removal of Pipe (Side Drain) 255+04.51 | 20 | LNFT | 10.00 | 200.00 | 20.00 | 400.00 | 1.00 | 20.00 |
| 0014 | 202-02-32120 | Removal of Pipe (Side Drain) 368+83.54 | 20 | LNFT | 10.00 | 200.00 | 20.00 | 400.00 | 1.00 | 20.00 |
| 0015 | 202-02-32120 | Removal of Pipe (Side Drain) 27+65.08 | 32.5 | LNFT | 10.00 | 325.00 | 20.00 | 650.00 | 1.00 | 32.50 |
| 0016 | 202-02-32120 | Removal of Pipe (Side Drain) 226+83.80 | 30 | LNFT | 10.00 | 300.00 | 20.00 | 600.00 | 1.00 | 30.00 |
| 0017 | 202-02-32120 | Removal of Pipe (Side Drain) 307+09.34 | 21 | LNFT | 10.00 | 210.00 | 20.00 | 420.00 | 1.00 | 21.00 |
| 0018 | 202-02-32120 | Removal of Pipe (Side Drain) 254+65.47 | 26 | LNFT | 10.00 | 260.00 | 20.00 | 520.00 | 1.00 | 26.00 |
| 0019 | 202-02-32120 | Removal of Pipe (Side Drain) 367+21.34 | 17 | LNFT | 10.00 | 170.00 | 25.00 | 425.00 | 1.00 | 17.00 |
| 0020 | 202-02-32120 | Removal of Pipe (Side Drain) 305+63.36 | 18 | LNFT | 10.00 | 180.00 | 25.00 | 450.00 | 1.00 | 18.00 |
| 0021 | 202-02-32120 | Removal of Pipe (Side Drain) 301+75.84 | 18 | LNFT | 10.00 | 180.00 | 25.00 | 450.00 | 1.00 | 18.00 |
| 0022 | 202-02-32120 | Removal of Pipe (Side Drain) 369+65.64 | 9 | LNFT | 10.00 | 90.00 | 25.00 | 225.00 | 1.00 | 9.00 |
| 0023 | 202-02-32120 | Removal of Pipe (Side Drain) 304+81.59 | 19 | LNFT | 10.00 | 190.00 | 25.00 | 475.00 | 1.00 | 19.00 |
| 0024 | 202-02-32120 | Removal of Pipe (Side Drain) 369+24.14 | 75 | LNFT | 10.00 | 750.00 | 25.00 | 1,875.00 | 1.00 | 75.00 |
| 0025 | 202-02-32180 | Removal of Pipe Headwalls 88+81.21 | 1 | EACH | 300.00 | 300.00 | 2,000.00 | 2,000.00 | 5,200.00 | 5,200.00 |
| 0026 | 202-02-32180 | Removal of Pipe Headwalls 27+46.70 | 1 | EACH | 300.00 | 300.00 | 2,000.00 | 2,000.00 | 5,200.00 | 5,200.00 |
| 0027 | 203-04-00300 | Nonplastic Embankment (Stone) | 105 | CUYD | 90.00 | 9,450.00 | 120.00 | 12,600.00 | 72.00 | 7,560.00 |
| 0028 | 203-06-00100 | Excavation and Embankment | 2,300 | LNFT | 8.00 | 18,400.00 | 5.00 | 11,500.00 | 5.25 | 12,075.00 |
| 0029 | 203-07-00100 | Borrow (Vehicular Measurement) | 500 | CUYD | 25.00 | 12,500.00 | 25.00 | 12,500.00 | 40.00 | 20,000.00 |
| 0030 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,350 | CUYD | 25.00 | 58,750.00 | 16.00 | 37,600.00 | 40.00 | 94,000.00 |
| 0031 | 204-02-00100 | Temporary Hay or Straw Bales | 102 | EACH | 12.00 | 1,224.00 | 20.00 | 2,040.00 | 12.25 | 1,249.50 |
| 0032 | 204-06-00100 | Temporary Silt Fencing | 65,226 | LNFT | 1.00 | 65,226.00 | 1.60 | 104,361.60 | 1.10 | 71,748.60 |
| 0033 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 160,172.2 | SQYD | 8.00 | 1,281,377.60 | 7.50 | 1,201,291.50 | 8.25 | 1,321,420.65 |
| 0034 | 304-05-00100 | Lime Treatment (Type E) | 1,261.36 | TON | 0.01 | 12.61 | 200.00 | 252,272.00 | 50.00 | 63,068.00 |
| 0035 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,750 | CUYD | 15.00 | 26,250.00 | 50.00 | 87,500.00 | 40.00 | 70,000.00 |
| 0036 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,000 | CUYD | 35.00 | 35,000.00 | 25.00 | 25,000.00 | 40.00 | 40,000.00 |
| 0038 | 502-01-00100 | Superpave Asphaltic Concrete | 33,547.2 | TON | 85.00 | 2,851,512.00 | 80.00 | 2,683,776.00 | 78.00 | 2,616,681.60 |
| 0039 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 4,131.2 | TON | 85.00 | 351,152.00 | 120.00 | 495,744.00 | 78.00 | 322,233.60 |
| 0040 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 108,917 | GAL | 4.00 | 435,668.00 | 4.00 | 435,668.00 | 3.40 | 370,317.80 |
| 0041 | 507-02-00200 | Aggregate (S2) | 160,172.2 | SQYD | 1.00 | 160,172.20 | 1.05 | 168,180.81 | 0.95 | 152,163.59 |
| 0042 | 507-02-00300 | Aggregate (S3) | 160,172.2 | SQYD | 1.00 | 160,172.20 | 0.90 | 144,154.98 | 0.80 | 128,137.76 |
| 0043 | 509-01-00100 | Cold Planing Asphaltic Pavement | 102,348 | SQYD | 2.50 | 255,870.00 | 2.60 | 266,104.80 | 2.50 | 255,870.00 |
| 0044 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,415 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 30.00 | -102,450.00 |
| 0045 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 150 | LNFT | 85.00 | 12,750.00 | 120.00 | 18,000.00 | 66.00 | 9,900.00 |
| 0046 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 786 | LNFT | 45.00 | 35,370.00 | 35.00 | 27,510.00 | 40.00 | 31,440.00 |
| 0047 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 528 | LNFT | 45.00 | 23,760.00 | 55.00 | 29,040.00 | 40.00 | 21,120.00 |
| 0048 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 32 | LNFT | 120.00 | 3,840.00 | 150.00 | 4,800.00 | 81.00 | 2,592.00 |
| 0049 | 701-14-00100 | Cleaning Existing Pipes | 123 | LNFT | 10.00 | 1,230.00 | 25.00 | 3,075.00 | 15.50 | 1,906.50 |
| 0050 | 701-15-00100 | Concrete Collar | 4 | EACH | 800.00 | 3,200.00 | 1,200.00 | 4,800.00 | 510.00 | 2,040.00 |
| 0051 | 702-03-00100 | Catch Basins (CB-01) | 17 | EACH | 2,500.00 | 42,500.00 | 2,000.00 | 34,000.00 | 2,900.00 | 49,300.00 |
| 0052 | 704-03-00100 | Blocked Out Guard Rail | 112.5 | LNFT | 20.00 | 2,250.00 | 25.00 | 2,812.50 | 20.50 | 2,306.25 |
| 0053 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 50.00 | 3,750.00 | 60.00 | 4,500.00 | 51.00 | 3,825.00 |
| 0054 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,500.00 | 10,000.00 | 2,150.00 | 8,600.00 |
| 0055 | 706-02-00200 | Concrete Drive (6" Thick) | 51.5 | SQYD | 80.00 | 4,120.00 | 180.00 | 9,270.00 | 120.00 | 6,180.00 |
| 0056 | 711-03-00300 | Riprap (30 lb) | 24.2 | TON | 90.00 | 2,178.00 | 250.00 | 6,050.00 | 96.00 | 2,323.20 |
| 0057 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 140,600.00 | 140,600.00 | 60,000.00 | 60,000.00 | 250,000.00 | 250,000.00 |
| 0058 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 60 | LNFT | 0.50 | 30.00 | 1.00 | 60.00 | 0.50 | 30.00 |
| 0059 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 35.283 | MILE | 159.49 | 5,627.29 | 300.00 | 10,584.90 | 155.00 | 5,468.87 |
| 0060 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 21.98 | MILE | 200.00 | 4,396.00 | 230.00 | 5,055.40 | 205.00 | 4,505.90 |
| 0061 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 34.945 | MILE | 300.00 | 10,483.50 | 300.00 | 10,483.50 | 305.00 | 10,658.23 |
| 0062 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 1 | EACH | 45.00 | 45.00 | 60.00 | 60.00 | 46.00 | 46.00 |
| 0063 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 1 | EACH | 50.00 | 50.00 | 60.00 | 60.00 | 51.00 | 51.00 |
| 0064 | 726-01-00100 | Bedding Material | 143.6 | CUYD | 60.00 | 8,616.00 | 60.00 | 8,616.00 | 76.00 | 10,913.60 |
| 0065 | 727-01-00100 | Mobilization | 1 | LUMP | 182,000.00 | 182,000.00 | 300,000.00 | 300,000.00 | 625,000.00 | 625,000.00 |
| 0066 | 729-16-00200 | Object Marker Assembly (Type 2) | 140 | EACH | 65.00 | 9,100.00 | 75.00 | 10,500.00 | 66.00 | 9,240.00 |
| 0067 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 70.00 | 280.00 | 90.00 | 360.00 | 71.00 | 284.00 |
| 0068 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,600 | EACH | 4.75 | 7,600.00 | 5.50 | 8,800.00 | 4.80 | 7,680.00 |
| 0069 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 60 | LNFT | 8.00 | 480.00 | 10.00 | 600.00 | 8.10 | 486.00 |
| 0070 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 29.243 | MILE | 2,600.00 | 76,031.80 | 3,000.00 | 87,729.00 | 2,700.00 | 78,956.10 |
| 0071 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 10.99 | MILE | 750.00 | 8,242.50 | 900.00 | 9,891.00 | 760.00 | 8,352.40 |
| 0072 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 1 | EACH | 300.00 | 300.00 | 400.00 | 400.00 | 305.00 | 305.00 |
| 0073 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 1 | EACH | 400.00 | 400.00 | 500.00 | 500.00 | 405.00 | 405.00 |
| 0074 | 735-01-00100 | Mailboxes | 571 | EACH | 10.00 | 5,710.00 | 12.00 | 6,852.00 | 1.00 | 571.00 |
| 0075 | 735-02-00100 | Mailbox Supports (Single) | 465 | EACH | 90.00 | 41,850.00 | 105.00 | 48,825.00 | 105.00 | 48,825.00 |
| 0076 | 735-03-00100 | Mailbox Supports (Double) | 35 | EACH | 120.00 | 4,200.00 | 140.00 | 4,900.00 | 110.00 | 3,850.00 |
| 0077 | 735-04-00100 | Mailbox Supports (Multiple) | 9 | EACH | 180.00 | 1,620.00 | 225.00 | 2,025.00 | 300.00 | 2,700.00 |
| 0078 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | 150,000.00 | 150,000.00 |
| 0079 | 805-06-00100 | Class R Concrete | 10 | CUYD | 250.00 | 2,500.00 | 350.00 | 3,500.00 | 315.00 | 3,150.00 |
| 0080 | NS-200-00020 | Cleaning Existing Ditches | 100 | LNFT | 10.00 | 1,000.00 | 5.00 | 500.00 | 12.10 | 1,210.00 |
| 0081 | NS-202-00001 | Removal of Debris | 1 | LUMP | 1,500.00 | 1,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 |
| 0082 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 2,400 | INLF | 0.65 | 1,560.00 | 1.20 | 2,880.00 | 1.00 | 2,400.00 |
| 0083 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 600 | INLF | 2.00 | 1,200.00 | 2.00 | 1,200.00 | 1.00 | 600.00 |
| 0084 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 29.4 | TON | 125.00 | 3,675.00 | 100.00 | 2,940.00 | 150.00 | 4,410.00 |
| CONTRACTOR TOTAL | 6,448,846.70 | 6,739,106.49 | 6,844,063.15 | |||||||