Bid Tabulations
Letting of
03/17/2010
LA DOTD Headquarters
| Lead Project: 452-90-0152 | |
| Parish: Tangipahoa | |
| Routes: I-55 | |
| Description: JCT. LA 1049 - MISSISSIPPI STATE LINE | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, RUBERLIZING PORTLAND CEMENT CONCRETE PAVEMENT, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK | |
| Estimated Construction Cost: $19,093,850.00 | |
| Maximum Number of Days Allowed for Construction: 300 | |
| Calculated Daily User Cost: $3,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 06276 | Barriere Construction Co., LLC. | $15,780,166.47 | 210 | $16,410,166.47 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $16,706,951.65 | 290 | $17,576,951.65 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Barriere Construction Co., LLC. |
- 2 - Diamond B Construction Co., L.L.C. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 130,000.00 | 130,000.00 | 500,000.00 | 500,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions Removal of Item in Right hand travel lane of N.B. Roadway @ approximate log mile 48.245 | 1 | LUMP | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 |
| 0003 | 202-02-00010 | Removal Existing Pier Protection | 2 | EACH | 12,000.00 | 24,000.00 | 10,500.00 | 21,000.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 6,176 | LNFT | 6.00 | 37,056.00 | 11.00 | 67,936.00 |
| 0005 | 202-02-38300 | Removal of Sign and U-Channel Post | 58 | EACH | 42.00 | 2,436.00 | 10.00 | 580.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 68,742 | SQYD | 2.00 | 137,484.00 | 3.00 | 206,226.00 |
| 0007 | 202-03-00010 | Relocation Relocation of light pole's @ LA 38 Interchange | 3 | EACH | 4,000.00 | 12,000.00 | 3,000.00 | 9,000.00 |
| 0008 | 202-03-38000 | Relocation of Sign relocation of signs which may be in the way or needing height adjustment | 50 | EACH | 900.00 | 45,000.00 | 275.00 | 13,750.00 |
| 0009 | 203-05-00100 | Excavation and Embankment 102,000 cu.yds Embankment est. and 7,500 cu. yds. Excavation est. | 1 | LUMP | 935,000.00 | 935,000.00 | 1,000,000.00 | 1,000,000.00 |
| 0010 | 204-02-00100 | Temporary Hay or Straw Bales | 2,500 | EACH | 5.00 | 12,500.00 | 17.00 | 42,500.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 57,000 | LNFT | 1.00 | 57,000.00 | 2.25 | 128,250.00 |
| 0012 | 302-02-02100 | Class II Base Course (6" Thick) (Stone or Recycled Portland Cement Concrete) | 1,511.1 | SQYD | 17.00 | 25,688.70 | 17.00 | 25,688.70 |
| 0013 | 302-02-05120 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete) | 5,000 | SQYD | 20.00 | 100,000.00 | 1.00 | 5,000.00 |
| 0014 | 302-02-06080 | Class II Base Course (12" Thick) (Asphaltic Concrete Base on Embankment Layer) | 2,953.8 | SQYD | 22.00 | 64,983.60 | 27.50 | 81,229.50 |
| 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 700 | CUYD | 28.00 | 19,600.00 | 50.00 | 35,000.00 |
| 0016 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 20.00 | 10,000.00 | 1.00 | 500.00 |
| 0017 | 502-01-00100 | Superpave Asphaltic Concrete | 166,509.1 | TON | 58.00 | 9,657,527.80 | 63.20 | 10,523,375.12 |
| 0018 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 650 | TON | 100.00 | 65,000.00 | 125.00 | 81,250.00 |
| 0019 | 509-01-00100 | Cold Planing Asphaltic Pavement | 29,372 | SQYD | 1.75 | 51,401.00 | 2.15 | 63,149.80 |
| 0020 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,223 | CUYD | 1.00 | -1,223.00 | 0.10 | -122.30 |
| 0021 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 5,000 | SQYD | 10.00 | 50,000.00 | 1.00 | 5,000.00 |
| 0022 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 10,000 | SQYD | 20.00 | 200,000.00 | 1.00 | 10,000.00 |
| 0023 | 601-01-01100 | Portland Cement Concrete Pavement (13" Thick) | 1,333.3 | SQYD | 105.00 | 139,996.50 | 91.00 | 121,330.30 |
| 0024 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 6,822 | LNFT | 1.80 | 12,279.60 | 1.80 | 12,279.60 |
| 0025 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 4,592 | LNFT | 2.10 | 9,643.20 | 1.80 | 8,265.60 |
| 0026 | 602-03-00100 | Cleaning and Sealing Random cracks | 2,000 | LNFT | 3.60 | 7,200.00 | 3.00 | 6,000.00 |
| 0027 | 602-05-01160 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (9" Thick) | 100 | SQYD | 100.00 | 10,000.00 | 150.00 | 15,000.00 |
| 0028 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 1,200 | SQYD | 100.00 | 120,000.00 | 160.00 | 192,000.00 |
| 0029 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) | 700 | SQYD | 100.00 | 70,000.00 | 160.00 | 112,000.00 |
| 0030 | 602-11-00100 | Removal of Existing Shoulder Underdrain Systems | 56,200 | LNFT | 2.00 | 112,400.00 | 2.60 | 146,120.00 |
| 0031 | 701-15-00100 | Concrete Collar | 13 | EACH | 2,400.00 | 31,200.00 | 1,000.00 | 13,000.00 |
| 0032 | 702-04-00200 | Adjusting Catch Basins | 21 | EACH | 3,000.00 | 63,000.00 | 1.00 | 21.00 |
| 0033 | 703-01-00100 | Shoulder Underdrain Systems | 56,200 | LNFT | 3.30 | 185,460.00 | 4.60 | 258,520.00 |
| 0034 | 703-02-00100 | Shoulder Outlet Underdrains | 100 | EACH | 500.00 | 50,000.00 | 575.00 | 57,500.00 |
| 0035 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) includes removal of aluminum hand rail | 2,926.8 | LNFT | 30.00 | 87,804.00 | 23.00 | 67,316.40 |
| 0036 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 1,247.8 | LNFT | 52.00 | 64,885.60 | 48.00 | 59,894.40 |
| 0037 | 704-03-00100 | Blocked Out Guard Rail | 4,888.5 | LNFT | 20.00 | 97,770.00 | 18.00 | 87,993.00 |
| 0038 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 12.5 | LNFT | 87.00 | 1,087.50 | 64.00 | 800.00 |
| 0039 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 475 | LNFT | 62.00 | 29,450.00 | 90.00 | 42,750.00 |
| 0040 | 704-11-00100 | Guard Rail End Treatment (Flared) | 28 | EACH | 2,200.00 | 61,600.00 | 1,250.00 | 35,000.00 |
| 0041 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,600.00 | 5,200.00 | 1,300.00 | 2,600.00 |
| 0042 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 2 | EACH | 4,800.00 | 9,600.00 | 3,600.00 | 7,200.00 |
| 0043 | 707-01-00200 | Concrete Curb (Barrier) | 800 | LNFT | 21.00 | 16,800.00 | 10.00 | 8,000.00 |
| 0044 | 707-04-00100 | Asphaltic Curb | 180 | LNFT | 50.00 | 9,000.00 | 28.00 | 5,040.00 |
| 0045 | 710-01-00100 | Flowable Fill | 100 | CUYD | 70.00 | 7,000.00 | 165.00 | 16,500.00 |
| 0046 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 500 | SQYD | 76.00 | 38,000.00 | 75.00 | 37,500.00 |
| 0047 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 460,000.00 | 460,000.00 | 350,000.00 | 350,000.00 |
| 0048 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 10,000 | LNFT | 0.10 | 1,000.00 | 0.20 | 2,000.00 |
| 0049 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 100 | LNFT | 0.84 | 84.00 | 1.00 | 100.00 |
| 0050 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 43.72 | MILE | 192.00 | 8,394.24 | 145.00 | 6,339.40 |
| 0051 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 100 | MILE | 100.00 | 10,000.00 | 300.00 | 30,000.00 |
| 0052 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 193.388 | MILE | 100.00 | 19,338.80 | 540.00 | 104,429.52 |
| 0053 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 5.252 | MILE | 5,500.00 | 28,886.00 | 6,700.00 | 35,188.40 |
| 0054 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 30 | EACH | 300.00 | 9,000.00 | 180.00 | 5,400.00 |
| 0055 | 717-01-00100 | Seeding | 2,280 | LB | 8.00 | 18,240.00 | 8.25 | 18,810.00 |
| 0056 | 718-01-00100 | Fertilizer | 76,000 | LB | 0.40 | 30,400.00 | 0.38 | 28,880.00 |
| 0057 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 150,000 | SQYD | 0.80 | 120,000.00 | 1.05 | 157,500.00 |
| 0058 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 250 | SQYD | 3.00 | 750.00 | 2.65 | 662.50 |
| 0059 | 721-01-00100 | Mowing | 1,928 | ACRE | 40.00 | 77,120.00 | 64.00 | 123,392.00 |
| 0060 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 16,000.00 | 16,000.00 | 24,000.00 | 24,000.00 |
| 0061 | 727-01-00100 | Mobilization | 1 | LUMP | 1,040,000.00 | 1,040,000.00 | 744,800.00 | 744,800.00 |
| 0062 | 729-16-00200 | Object Marker Assembly (Type 2) | 50 | EACH | 50.00 | 2,500.00 | 48.00 | 2,400.00 |
| 0063 | 729-16-00300 | Object Marker Assembly (Type 3) | 40 | EACH | 90.00 | 3,600.00 | 66.00 | 2,640.00 |
| 0064 | 729-17-00100 | Milepost Assembly (Ground Mounted) this is for mile markers which are missing | 5 | EACH | 100.00 | 500.00 | 425.00 | 2,125.00 |
| 0065 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 169 | EACH | 11.00 | 1,859.00 | 10.00 | 1,690.00 |
| 0066 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,000 | EACH | 5.25 | 10,500.00 | 5.00 | 10,000.00 |
| 0067 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 32.207 | MILE | 2,400.00 | 77,296.80 | 2,500.00 | 80,517.50 |
| 0068 | 732-02-02020 | Plastic Pavement Striping (Solid Line) (6" Width) (Thermoplastic 90 mil) | 0.379 | MILE | 4,000.00 | 1,516.00 | 3,700.00 | 1,402.30 |
| 0069 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 1.515 | MILE | 6,500.00 | 9,847.50 | 5,100.00 | 7,726.50 |
| 0070 | 732-02-02080 | Plastic Pavement Striping (Solid Line) (24" Width) (Thermoplastic 90 mil) | 0.23 | MILE | 21,000.00 | 4,830.00 | 18,000.00 | 4,140.00 |
| 0071 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 10.664 | MILE | 820.00 | 8,744.48 | 690.00 | 7,358.16 |
| 0072 | 732-03-03000 | Plastic Pavement Striping (Broken Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 15.223 | MILE | 4,200.00 | 63,936.60 | 2,800.00 | 42,624.40 |
| 0073 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 6 | EACH | 220.00 | 1,320.00 | 175.00 | 1,050.00 |
| 0074 | 732-05-00100 | Removal of Existing Markings | 10.932 | MILE | 4,000.00 | 43,728.00 | 5,000.00 | 54,660.00 |
| 0075 | 734-01-00100 | Rubblizing Portland Cement Concrete Pavement | 145,129 | SQYD | 3.00 | 435,387.00 | 2.65 | 384,591.85 |
| 0076 | 735-01-00100 | Mailboxes | 9 | EACH | 10.00 | 90.00 | 1.00 | 9.00 |
| 0077 | 735-02-00100 | Mailbox Supports (Single) | 9 | EACH | 102.00 | 918.00 | 160.00 | 1,440.00 |
| 0078 | 740-01-00100 | Construction Layout | 1 | LUMP | 42,000.00 | 42,000.00 | 64,000.00 | 64,000.00 |
| 0079 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 8,957 | LNFT | 1.60 | 14,331.20 | 1.60 | 14,331.20 |
| 0080 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 4,592 | LNFT | 1.70 | 7,806.40 | 1.80 | 8,265.60 |
| 0081 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 78,896 | LNFT | 0.50 | 39,448.00 | 0.50 | 39,448.00 |
| 0082 | NS-500-00280 | Surface Preparation | 1 | LUMP | 15,000.00 | 15,000.00 | 21,400.00 | 21,400.00 |
| 0083 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 500 | TON | 70.00 | 35,000.00 | 50.00 | 25,000.00 |
| 0084 | NS-602-00001 | Milling Concrete Pavement | 4,832 | SQYD | 11.00 | 53,152.00 | 3.75 | 18,120.00 |
| 0085 | NS-700-00020 | Adjusting Guard Rail | 551 | LNFT | 7.50 | 4,132.50 | 7.50 | 4,132.50 |
| 0086 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 10,000.00 | 40,000.00 | 10,500.00 | 42,000.00 |
| 0087 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 21.864 | MILE | 450.00 | 9,838.80 | 550.00 | 12,025.20 |
| 0088 | NS-800-00120 | Pier Protection System (Vehicle) LA 1053 UNDERPASS | 2 | EACH | 50,000.00 | 100,000.00 | 31,000.00 | 62,000.00 |
| 0089 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 18.75 | LNFT | 75.00 | 1,406.25 | 110.00 | 2,062.50 |
| 0090 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 298.2 | SQYD | 92.00 | 27,434.40 | 85.00 | 25,347.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 15,780,166.47 | 16,706,951.65 | ||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 630,000.00 | 870,000.00 | ||||||
| TOTAL BID | 16,410,166.47 | 17,576,951.65 | ||||||