Bid Tabulations
Letting of
09/29/2010
LA DOTD Headquarters
| Lead Project: 252-04-0015 | |
| Parish: East Feliciana | |
| Routes: LA 68 | |
| Description: LA 10 - LA 952 & LA 952 - LA 19 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC PAVEMENT, IN-PLACE CEMENT TREATED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $3,413,781.19 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $3,160,326.19 |
| 2 | 00046 | Barber Bros. Contracting Co., L.L.C | $3,276,511.30 |
| 3 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $3,594,986.41 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Barber Bros. Contracting Co., L.L.C |
- 3 - F.G. Sullivan, Jr. Contractor LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 251.3 | SQYD | 30.00 | 7,539.00 | 10.00 | 2,513.00 | 10.00 | 2,513.00 |
| 0002 | 202-02-14500 | Removal of Guard Rail | 1,262.5 | LNFT | 5.00 | 6,312.50 | 6.00 | 7,575.00 | 5.00 | 6,312.50 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) STA 15+28 | 42 | LNFT | 13.00 | 546.00 | 15.00 | 630.00 | 10.00 | 420.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) STA 410+25 | 40 | LNFT | 17.00 | 680.00 | 15.00 | 600.00 | 10.00 | 400.00 |
| 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) STA 102+72 | 42 | LNFT | 17.00 | 714.00 | 15.00 | 630.00 | 10.00 | 420.00 |
| 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) STA 410+12 | 42 | LNFT | 17.00 | 714.00 | 15.00 | 630.00 | 10.00 | 420.00 |
| 0007 | 202-02-32100 | Removal of Pipe (Cross Drain) STA 410+17 | 55 | LNFT | 23.00 | 1,265.00 | 15.00 | 825.00 | 10.00 | 550.00 |
| 0008 | 202-02-32100 | Removal of Pipe (Cross Drain) STA 120+25 | 60 | LNFT | 40.00 | 2,400.00 | 15.00 | 900.00 | 10.00 | 600.00 |
| 0009 | 202-02-32100 | Removal of Pipe (Cross Drain) STA 57+31 | 42 | LNFT | 17.00 | 714.00 | 15.00 | 630.00 | 10.00 | 420.00 |
| 0010 | 202-02-32100 | Removal of Pipe (Cross Drain) STA 198+81 | 57 | LNFT | 17.00 | 969.00 | 15.00 | 855.00 | 10.00 | 570.00 |
| 0011 | 202-02-32120 | Removal of Pipe (Side Drain) STA 409+64 | 18 | LNFT | 11.00 | 198.00 | 15.00 | 270.00 | 5.00 | 90.00 |
| 0012 | 203-06-00100 | Excavation and Embankment FOR DRAINAGE WORK NEAR STATION 410+17 | 72 | LNFT | 40.00 | 2,880.00 | 15.00 | 1,080.00 | 10.00 | 720.00 |
| 0013 | 203-06-00100 | Excavation and Embankment FOR DRAINAGE WORK NEAR STATION 102+72 | 148 | LNFT | 17.00 | 2,516.00 | 15.00 | 2,220.00 | 10.00 | 1,480.00 |
| 0014 | 203-06-00100 | Excavation and Embankment FOR DRAINAGE WORK NEAR STATION 120+25 | 152 | LNFT | 40.00 | 6,080.00 | 15.00 | 2,280.00 | 10.00 | 1,520.00 |
| 0015 | 203-07-00100 | Borrow (Vehicular Measurement) | 3,208 | CUYD | 15.00 | 48,120.00 | 15.00 | 48,120.00 | 10.00 | 32,080.00 |
| 0016 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 2,980 | CUYD | 12.00 | 35,760.00 | 15.00 | 44,700.00 | 10.00 | 29,800.00 |
| 0017 | 204-02-00100 | Temporary Hay or Straw Bales | 419 | EACH | 11.00 | 4,609.00 | 15.00 | 6,285.00 | 10.00 | 4,190.00 |
| 0018 | 204-06-00100 | Temporary Silt Fencing | 41,799 | LNFT | 1.60 | 66,878.40 | 1.20 | 50,158.80 | 1.40 | 58,518.60 |
| 0019 | 308-01-00100 | In-Place Cement Treated Base Course (12" Thick) | 106,818 | SQYD | 4.90 | 523,408.20 | 4.50 | 480,681.00 | 6.00 | 640,908.00 |
| 0020 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2,781.5 | CUYD | 57.00 | 158,545.50 | 30.00 | 83,445.00 | 20.00 | 55,630.00 |
| 0021 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 380 | CUYD | 21.00 | 7,980.00 | 30.00 | 11,400.00 | 40.00 | 15,200.00 |
| 0022 | 502-01-00100 | Superpave Asphaltic Concrete | 22,319.9 | TON | 64.00 | 1,428,473.60 | 72.00 | 1,607,032.80 | 88.00 | 1,964,151.20 |
| 0023 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,774.1 | TON | 140.00 | 248,374.00 | 110.00 | 195,151.00 | 88.00 | 156,120.80 |
| 0024 | 509-01-00100 | Cold Planing Asphaltic Pavement | 8,170 | SQYD | 1.60 | 13,072.00 | 3.50 | 28,595.00 | 3.00 | 24,510.00 |
| 0025 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) CMP NOT ALLOWED | 112 | LNFT | 121.00 | 13,552.00 | 110.00 | 12,320.00 | 100.00 | 11,200.00 |
| 0026 | 701-01-01081 | Cross Drain Pipe (48" RCP) | 192 | LNFT | 230.00 | 44,160.00 | 240.00 | 46,080.00 | 225.00 | 43,200.00 |
| 0027 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 56 | LNFT | 145.00 | 8,120.00 | 260.00 | 14,560.00 | 240.00 | 13,440.00 |
| 0028 | 701-02-01140 | Cross Drain Pipe Arch (72" Equiv. RCPA) | 56 | LNFT | 420.00 | 23,520.00 | 520.00 | 29,120.00 | 475.00 | 26,600.00 |
| 0029 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) CONCRETE OR PLASTIC PIPE ONLY. CMP IS NOT ALLOWED. | 88 | LNFT | 80.00 | 7,040.00 | 70.00 | 6,160.00 | 70.00 | 6,160.00 |
| 0030 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 8 | LNFT | 90.00 | 720.00 | 115.00 | 920.00 | 110.00 | 880.00 |
| 0031 | 701-15-00100 | Concrete Collar | 1 | EACH | 1,000.00 | 1,000.00 | 800.00 | 800.00 | 750.00 | 750.00 |
| 0032 | 702-02-00100 | Manholes (MH-06) | 1 | EACH | 4,500.00 | 4,500.00 | 5,000.00 | 5,000.00 | 4,300.00 | 4,300.00 |
| 0033 | 702-08-00100 | Side Drain Safety End (Type I) | 2 | EACH | 2,100.00 | 4,200.00 | 2,500.00 | 5,000.00 | 2,100.00 | 4,200.00 |
| 0034 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 556.25 | LNFT | 45.00 | 25,031.25 | 46.00 | 25,587.50 | 40.00 | 22,250.00 |
| 0035 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 537.5 | LNFT | 60.00 | 32,250.00 | 65.00 | 34,937.50 | 55.00 | 29,562.50 |
| 0036 | 704-03-00100 | Blocked Out Guard Rail | 450 | LNFT | 23.00 | 10,350.00 | 25.00 | 11,250.00 | 20.00 | 9,000.00 |
| 0037 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 22 | EACH | 2,300.00 | 50,600.00 | 2,500.00 | 55,000.00 | 2,200.00 | 48,400.00 |
| 0038 | 712-04-00100 | Flexible Revetment RIPRAP OR SACKED | 305 | SQYD | 85.00 | 25,925.00 | 65.00 | 19,825.00 | 55.00 | 16,775.00 |
| 0039 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,700.00 | 25,700.00 | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 |
| 0040 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 24 | MILE | 150.00 | 3,600.00 | 330.00 | 7,920.00 | 500.00 | 12,000.00 |
| 0041 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 18 | MILE | 325.00 | 5,850.00 | 600.00 | 10,800.00 | 50.00 | 900.00 |
| 0042 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 19.5 | MILE | 625.00 | 12,187.50 | 350.00 | 6,825.00 | 50.00 | 975.00 |
| 0043 | 726-01-00100 | Bedding Material | 133.4 | CUYD | 95.00 | 12,673.00 | 60.00 | 8,004.00 | 50.00 | 6,670.00 |
| 0044 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 | 70,000.00 | 70,000.00 | 47,000.00 | 47,000.00 |
| 0045 | 729-16-00200 | Object Marker Assembly (Type 2) | 20 | EACH | 50.00 | 1,000.00 | 60.00 | 1,200.00 | 45.00 | 900.00 |
| 0046 | 729-16-00300 | Object Marker Assembly (Type 3) | 22 | EACH | 70.00 | 1,540.00 | 75.00 | 1,650.00 | 65.00 | 1,430.00 |
| 0047 | 731-02-00100 | Reflectorized Raised Pavement Markers | 120 | EACH | 5.00 | 600.00 | 6.00 | 720.00 | 5.25 | 630.00 |
| 0048 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 24 | LNFT | 6.50 | 156.00 | 6.00 | 144.00 | 5.00 | 120.00 |
| 0049 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 9 | MILE | 2,500.00 | 22,500.00 | 3,000.00 | 27,000.00 | 2,500.00 | 22,500.00 |
| 0050 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7 | MILE | 800.00 | 5,600.00 | 1,000.00 | 7,000.00 | 850.00 | 5,950.00 |
| 0051 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 2 | EACH | 450.00 | 900.00 | 500.00 | 1,000.00 | 400.00 | 800.00 |
| 0052 | 735-01-00100 | Mailboxes | 45 | EACH | 1.00 | 45.00 | 7.00 | 315.00 | 1.00 | 45.00 |
| 0053 | 735-02-00100 | Mailbox Supports (Single) | 41 | EACH | 110.00 | 4,510.00 | 165.00 | 6,765.00 | 115.00 | 4,715.00 |
| 0054 | 739-01-00100 | Hydro-Seeding | 9.65 | ACRE | 1,600.00 | 15,440.00 | 1,200.00 | 11,580.00 | 1,065.00 | 10,277.25 |
| 0055 | 740-01-00100 | Construction Layout | 1 | LUMP | 11,500.00 | 11,500.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 0056 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 33.4 | CUYD | 1,400.00 | 46,760.00 | 1,500.00 | 50,100.00 | 1,300.00 | 43,420.00 |
| 0057 | 805-12-04000 | Reinforced Concrete Box Culverts (7' x 7') PRECAST OR CAST-IN-PLACE | 120 | LNFT | 700.00 | 84,000.00 | 1,100.00 | 132,000.00 | 930.00 | 111,600.00 |
| 0058 | 806-01-00100 | Deformed Reinforcing Steel | 2,142.16 | LB | 1.50 | 3,213.24 | 1.25 | 2,677.70 | 1.00 | 2,142.16 |
| 0059 | NS-200-00020 | Cleaning Existing Ditches | 460 | LNFT | 14.00 | 6,440.00 | 12.00 | 5,520.00 | 10.00 | 4,600.00 |
| 0060 | NS-201-00003 | Tree and Stump Removal (Over 48" Diameter) | 1 | EACH | 2,000.00 | 2,000.00 | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 |
| 0061 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,084 | INLF | 1.25 | 3,855.00 | 1.00 | 3,084.00 | 0.60 | 1,850.40 |
| 0062 | NS-805-00008 | Concrete Curb and Drain Repair | 12 | LNFT | 45.00 | 540.00 | 120.00 | 1,440.00 | 100.00 | 1,200.00 |
| CONTRACTOR TOTAL | 3,160,326.19 | 3,276,511.30 | 3,594,986.41 | |||||||