Bid Tabulations
Letting of
06/16/2010
LA DOTD Headquarters
| Lead Project: 452-90-0160 | |
| Parish: Tangipahoa | |
| Routes: I-55 | |
| Description: JCT. LA 40 - JCT. LA 16 RUBBLIZE AND OVERLAY | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE,PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $16,016,439.80 | |
| Maximum Number of Days Allowed for Construction: 400 | |
| Calculated Daily User Cost: $3,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $14,604,178.62 | 250 | $15,354,178.62 |
| 2 | 06276 | Barriere Construction Co., LLC. | $14,856,952.10 | 275 | $15,681,952.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Barriere Construction Co., LLC. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 196,000.00 | 196,000.00 | 200,000.00 | 200,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 22,000.00 | 22,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 2,130 | LNFT | 3.75 | 7,987.50 | 7.00 | 14,910.00 |
| 0004 | 202-02-38300 | Removal of Sign and U-Channel Post | 13 | EACH | 10.50 | 136.50 | 41.00 | 533.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 80,054 | SQYD | 2.20 | 176,118.80 | 4.00 | 320,216.00 |
| 0006 | 202-03-00010 | Relocation light pole @ LA 40 Deceleration lane | 1 | EACH | 3,100.00 | 3,100.00 | 3,000.00 | 3,000.00 |
| 0007 | 202-03-38000 | Relocation of Sign relocation of signs which my be in the way or needing height adjustment | 50 | EACH | 475.00 | 23,750.00 | 900.00 | 45,000.00 |
| 0008 | 203-05-00100 | Excavation and Embankment 51,000 cu.yds Embankment est. and 5,500 cu. yds. Excavation est. | 1 | LUMP | 400,000.00 | 400,000.00 | 625,000.00 | 625,000.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 5,000 | EACH | 10.00 | 50,000.00 | 5.00 | 25,000.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 66,950 | LNFT | 1.60 | 107,120.00 | 1.00 | 66,950.00 |
| 0011 | 302-02-06080 | Class II Base Course (12" Thick) (Asphaltic Concrete Base on Embankment Layer) | 831.4 | SQYD | 25.75 | 21,408.55 | 34.00 | 28,267.60 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 100 | CUYD | 57.00 | 5,700.00 | 30.00 | 3,000.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 174,862.3 | TON | 57.70 | 10,089,554.71 | 58.00 | 10,142,013.40 |
| 0014 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 5,000 | SQYD | 30.00 | 150,000.00 | 1.00 | 5,000.00 |
| 0016 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 1,516 | LNFT | 2.93 | 4,441.88 | 1.80 | 2,728.80 |
| 0017 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 1,456 | LNFT | 2.93 | 4,266.08 | 2.10 | 3,057.60 |
| 0018 | 602-03-00100 | Cleaning and Sealing Random cracks | 2,000 | LNFT | 3.70 | 7,400.00 | 2.60 | 5,200.00 |
| 0019 | 602-05-01160 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (9" Thick) | 100 | SQYD | 172.00 | 17,200.00 | 10.00 | 1,000.00 |
| 0020 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 1,200 | SQYD | 172.00 | 206,400.00 | 10.00 | 12,000.00 |
| 0021 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) | 700 | SQYD | 172.00 | 120,400.00 | 10.00 | 7,000.00 |
| 0022 | 602-11-00100 | Removal of Existing Shoulder Underdrain Systems | 66,950 | LNFT | 1.45 | 97,077.50 | 2.00 | 133,900.00 |
| 0023 | 701-08-00100 | Relaying Pipe | 10 | LNFT | 210.00 | 2,100.00 | 210.00 | 2,100.00 |
| 0024 | 701-15-00100 | Concrete Collar | 50 | EACH | 1.00 | 50.00 | 1,200.00 | 60,000.00 |
| 0025 | 702-01-00100 | Junction Boxes to be used at light relocation | 2 | EACH | 380.00 | 760.00 | 360.00 | 720.00 |
| 0026 | 702-04-00200 | Adjusting Catch Basins | 13 | EACH | 1.00 | 13.00 | 2,100.00 | 27,300.00 |
| 0027 | 703-01-00100 | Shoulder Underdrain Systems | 66,950 | LNFT | 3.80 | 254,410.00 | 3.50 | 234,325.00 |
| 0028 | 703-02-00100 | Shoulder Outlet Underdrains | 155 | EACH | 275.00 | 42,625.00 | 600.00 | 93,000.00 |
| 0029 | 703-03-00100 | Perforated Pipe Underdrains 4" pipe | 20,000 | LNFT | 3.58 | 71,600.00 | 2.00 | 40,000.00 |
| 0030 | 703-04-00100 | Nonperforated Pipe Underdrains 4" pipe | 1,000 | LNFT | 11.00 | 11,000.00 | 4.00 | 4,000.00 |
| 0031 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 629 | LNFT | 27.00 | 16,983.00 | 30.00 | 18,870.00 |
| 0032 | 704-03-00100 | Blocked Out Guard Rail | 2,375 | LNFT | 17.00 | 40,375.00 | 12.50 | 29,687.50 |
| 0033 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 12.5 | LNFT | 103.00 | 1,287.50 | 72.00 | 900.00 |
| 0034 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 250 | LNFT | 60.00 | 15,000.00 | 59.00 | 14,750.00 |
| 0035 | 704-11-00100 | Guard Rail End Treatment (Flared) | 12 | EACH | 2,000.00 | 24,000.00 | 3,000.00 | 36,000.00 |
| 0036 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 919 | SQYD | 82.00 | 75,358.00 | 65.00 | 59,735.00 |
| 0037 | 707-04-00100 | Asphaltic Curb | 100 | LNFT | 10.00 | 1,000.00 | 53.00 | 5,300.00 |
| 0038 | 710-01-00100 | Flowable Fill | 75 | CUYD | 105.00 | 7,875.00 | 64.00 | 4,800.00 |
| 0039 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 50 | SQYD | 88.00 | 4,400.00 | 100.00 | 5,000.00 |
| 0040 | 711-04-00100 | Geotextile Fabric | 50 | SQYD | 2.00 | 100.00 | 1.00 | 50.00 |
| 0041 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 500 | SQYD | 32.00 | 16,000.00 | 78.00 | 39,000.00 |
| 0042 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 350,000.00 | 350,000.00 | 300,000.00 | 300,000.00 |
| 0043 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 700 | LNFT | 0.32 | 224.00 | 0.20 | 140.00 |
| 0044 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 100 | LNFT | 1.00 | 100.00 | 0.80 | 80.00 |
| 0045 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 12.68 | MILE | 150.00 | 1,902.00 | 300.00 | 3,804.00 |
| 0046 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 50 | MILE | 625.00 | 31,250.00 | 650.00 | 32,500.00 |
| 0047 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 1 | MILE | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 |
| 0048 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 80 | EACH | 345.00 | 27,600.00 | 425.00 | 34,000.00 |
| 0049 | 717-01-00100 | Seeding | 2,280 | LB | 8.50 | 19,380.00 | 8.25 | 18,810.00 |
| 0050 | 718-01-00100 | Fertilizer | 76,000 | LB | 0.40 | 30,400.00 | 0.40 | 30,400.00 |
| 0051 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 150,000 | SQYD | 1.00 | 150,000.00 | 0.80 | 120,000.00 |
| 0052 | 721-01-00100 | Mowing | 1,380 | ACRE | 90.00 | 124,200.00 | 40.00 | 55,200.00 |
| 0053 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 10,000.00 | 10,000.00 | 27,500.00 | 27,500.00 |
| 0054 | 727-01-00100 | Mobilization | 1 | LUMP | 690,000.00 | 690,000.00 | 970,000.00 | 970,000.00 |
| 0055 | 729-16-00200 | Object Marker Assembly (Type 2) | 82 | EACH | 65.00 | 5,330.00 | 58.00 | 4,756.00 |
| 0056 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | EACH | 80.00 | 1,120.00 | 81.00 | 1,134.00 |
| 0057 | 729-17-00100 | Milepost Assembly (Ground Mounted) for missing mile markers | 5 | EACH | 80.00 | 400.00 | 530.00 | 2,650.00 |
| 0058 | 730-01-00100 | Trenching and Backfilling to be used at light relocation | 50 | LNFT | 4.25 | 212.50 | 4.10 | 205.00 |
| 0059 | 730-02-01080 | Conduit with Conductors (PVC/HDPE) (1 1/2") to be used at light relocation (SCH 40 2#4 AWG XHHW AND 1 #6 BARE) | 50 | LNFT | 9.25 | 462.50 | 9.50 | 475.00 |
| 0060 | 730-19-00010 | Modular Breakaway Cable System to be used at light relocation | 1 | EACH | 2,700.00 | 2,700.00 | 2,650.00 | 2,650.00 |
| 0061 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 155 | EACH | 9.25 | 1,433.75 | 10.20 | 1,581.00 |
| 0062 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,500 | EACH | 5.00 | 12,500.00 | 5.50 | 13,750.00 |
| 0063 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 26 | MILE | 2,400.00 | 62,400.00 | 2,600.00 | 67,600.00 |
| 0064 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.8 | MILE | 4,400.00 | 3,520.00 | 7,000.00 | 5,600.00 |
| 0065 | 732-02-02080 | Plastic Pavement Striping (Solid Line) (24" Width) (Thermoplastic 90 mil) | 0.2 | MILE | 13,000.00 | 2,600.00 | 20,500.00 | 4,100.00 |
| 0066 | 732-02-03000 | Plastic Pavement Striping (Solid Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 1 | MILE | 10,000.00 | 10,000.00 | 14,000.00 | 14,000.00 |
| 0067 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 12.68 | MILE | 800.00 | 10,144.00 | 875.00 | 11,095.00 |
| 0068 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 6 | EACH | 163.00 | 978.00 | 240.00 | 1,440.00 |
| 0069 | 732-05-00100 | Removal of Existing Markings | 15 | MILE | 2,700.00 | 40,500.00 | 3,000.00 | 45,000.00 |
| 0070 | 734-01-00100 | Rubblizing Portland Cement Concrete Pavement | 168,785 | SQYD | 2.75 | 464,158.75 | 3.00 | 506,355.00 |
| 0071 | 740-01-00100 | Construction Layout | 1 | LUMP | 75,000.00 | 75,000.00 | 38,000.00 | 38,000.00 |
| 0072 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 2,583 | LNFT | 2.00 | 5,166.00 | 1.55 | 4,003.65 |
| 0073 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 1,456 | LNFT | 2.00 | 2,912.00 | 1.80 | 2,620.80 |
| 0074 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 12,140 | LNFT | 0.50 | 6,070.00 | 1.00 | 12,140.00 |
| 0075 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 100 | TON | 150.00 | 15,000.00 | 200.00 | 20,000.00 |
| 0076 | NS-602-00001 | Milling Concrete Pavement | 1,304 | SQYD | 15.00 | 19,560.00 | 25.00 | 32,600.00 |
| 0077 | NS-700-00020 | Adjusting Guard Rail | 2,175 | LNFT | 8.50 | 18,487.50 | 7.25 | 15,768.75 |
| 0078 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 10,000.00 | 40,000.00 | 10,000.00 | 40,000.00 |
| 0079 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 25.36 | MILE | 610.00 | 15,469.60 | 500.00 | 12,680.00 |
| 0080 | NS-800-00120 | Pier Protection System (Vehicle) LA 40 Underpass | 2 | EACH | 11,000.00 | 22,000.00 | 12,000.00 | 24,000.00 |
| 0081 | 202-02-00010 | Removal (Pier Protection) | 2 | EACH | 15,000.00 | 30,000.00 | 16,500.00 | 33,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 14,604,178.62 | 14,856,952.10 | ||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 750,000.00 | 825,000.00 | ||||||
| TOTAL BID | 15,354,178.62 | 15,681,952.10 | ||||||