Bid Tabulations
Letting of
04/28/2010
LA DOTD Headquarters
| Lead Project: 451-06-0152 | |
| Parish: Ouachita | |
| Routes: I-20 | |
| Description: END ELEVATED SECTION TO EAST OF GARRETT ROAD | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT,PAVEMENT PATCHING, AND RELATED WORK. | |
| Estimated Construction Cost: $13,704,232.25 | |
| Maximum Number of Days Allowed for Construction: 300 | |
| Calculated Daily User Cost: $15,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $14,733,829.68 | 253 | $18,528,829.68 |
| 2 | 05789 | D & J Construction Co., Inc. | $15,284,411.00 | 275 | $19,409,411.00 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $15,805,661.72 | 300 | $20,305,661.72 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - D & J Construction Co., Inc. |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 | 6,900.00 | 6,900.00 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 8,030.4 | SQYD | 6.20 | 49,788.48 | 8.00 | 64,243.20 | 11.00 | 88,334.40 |
| 0003 | 202-02-14500 | Removal of Guard Rail | 1,857 | LNFT | 12.00 | 22,284.00 | 18.00 | 33,426.00 | 4.00 | 7,428.00 |
| 0004 | 202-03-38000 | Relocation of Sign (As neccessary within work zone) | 24 | EACH | 500.00 | 12,000.00 | 500.00 | 12,000.00 | 490.00 | 11,760.00 |
| 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 10,172 | CUYD | 25.00 | 254,300.00 | 22.00 | 223,784.00 | 17.25 | 175,467.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 100 | EACH | 20.00 | 2,000.00 | 30.00 | 3,000.00 | 8.00 | 800.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 138 | EACH | 240.00 | 33,120.00 | 175.00 | 24,150.00 | 185.00 | 25,530.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 11,776 | LNFT | 1.50 | 17,664.00 | 0.75 | 8,832.00 | 3.75 | 44,160.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 75,110.6 | TON | 84.00 | 6,309,290.40 | 98.00 | 7,360,838.80 | 87.50 | 6,572,177.50 |
| 0010 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 1,226.8 | TON | 130.00 | 159,484.00 | 155.00 | 190,154.00 | 112.25 | 137,708.30 |
| 0011 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 12,939 | TON | 128.00 | 1,656,192.00 | 118.00 | 1,526,802.00 | 133.50 | 1,727,356.50 |
| 0012 | 509-01-00100 | Cold Planing Asphaltic Pavement | 64,905 | SQYD | 2.00 | 129,810.00 | 4.00 | 259,620.00 | 3.35 | 217,431.75 |
| 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -3,609 | CUYD | 1.00 | -3,609.00 | 1.00 | -3,609.00 | 0.10 | -360.90 |
| 0014 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,253 | SQYD | 100.00 | 125,300.00 | 125.00 | 156,625.00 | 117.00 | 146,601.00 |
| 0015 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 2,919 | LNFT | 3.20 | 9,340.80 | 2.00 | 5,838.00 | 2.00 | 5,838.00 |
| 0016 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 3,644 | LNFT | 3.20 | 11,660.80 | 2.00 | 7,288.00 | 2.00 | 7,288.00 |
| 0017 | 602-05-01160 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (9" Thick) | 235.4 | SQYD | 278.00 | 65,441.20 | 275.00 | 64,735.00 | 281.00 | 66,147.40 |
| 0018 | 602-05-01200 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (10" Thick) | 2,875.9 | SQYD | 300.00 | 862,770.00 | 285.00 | 819,631.50 | 292.00 | 839,762.80 |
| 0019 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) | 135.1 | SQYD | 278.00 | 37,557.80 | 265.00 | 35,801.50 | 270.00 | 36,477.00 |
| 0020 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 1,277.1 | SQYD | 300.00 | 383,130.00 | 275.00 | 351,202.50 | 281.00 | 358,865.10 |
| 0021 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) | 106.7 | SQYD | 280.00 | 29,876.00 | 255.00 | 27,208.50 | 259.00 | 27,635.30 |
| 0022 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (10" Thick) | 550.7 | SQYD | 300.00 | 165,210.00 | 265.00 | 145,935.50 | 270.00 | 148,689.00 |
| 0023 | 602-09-00100 | Grinding Isolated Joints | 522.2 | SQYD | 55.00 | 28,721.00 | 24.00 | 12,532.80 | 26.50 | 13,838.30 |
| 0024 | 602-10-00100 | Longitudinal Shoulder Joints | 14,190 | LNFT | 1.95 | 27,670.50 | 2.00 | 28,380.00 | 1.40 | 19,866.00 |
| 0025 | 602-11-00100 | Removal of Existing Shoulder Underdrain Systems | 32,089 | LNFT | 2.00 | 64,178.00 | 3.50 | 112,311.50 | 8.50 | 272,756.50 |
| 0026 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 12 | LNFT | 115.00 | 1,380.00 | 200.00 | 2,400.00 | 141.00 | 1,692.00 |
| 0027 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 2,000.00 | 2,000.00 | 5,000.00 | 5,000.00 | 3,700.00 | 3,700.00 |
| 0028 | 703-01-00100 | Shoulder Underdrain Systems | 32,089 | LNFT | 11.00 | 352,979.00 | 18.50 | 593,646.50 | 20.00 | 641,780.00 |
| 0029 | 703-02-00100 | Shoulder Outlet Underdrains | 109 | EACH | 450.00 | 49,050.00 | 600.00 | 65,400.00 | 562.00 | 61,258.00 |
| 0031 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 35 | LNFT | 25.00 | 875.00 | 35.00 | 1,225.00 | 34.00 | 1,190.00 |
| 0032 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 250 | LNFT | 65.00 | 16,250.00 | 60.00 | 15,000.00 | 62.00 | 15,500.00 |
| 0033 | 704-11-00100 | Guard Rail End Treatment (Flared) | 10 | EACH | 2,200.00 | 22,000.00 | 2,100.00 | 21,000.00 | 2,136.00 | 21,360.00 |
| 0034 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 400,000.00 | 400,000.00 | 600,000.00 | 600,000.00 | 874,000.00 | 874,000.00 |
| 0035 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 21,700 | LNFT | 0.30 | 6,510.00 | 0.50 | 10,850.00 | 0.30 | 6,510.00 |
| 0036 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 46.405 | MILE | 530.00 | 24,594.65 | 750.00 | 34,803.75 | 394.00 | 18,283.57 |
| 0037 | 713-03-02020 | Temporary Pavement Markings (Broken Line) (4" W) (10' L) (Type 1 Removable) | 3.341 | MILE | 2,800.00 | 9,354.80 | 2,500.00 | 8,352.50 | 2,000.00 | 6,682.00 |
| 0038 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 70.64 | MILE | 620.00 | 43,796.80 | 350.00 | 24,724.00 | 787.00 | 55,593.68 |
| 0039 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 5.438 | MILE | 6,700.00 | 36,434.60 | 3,500.00 | 19,033.00 | 7,872.00 | 42,807.94 |
| 0040 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 3 | EACH | 50.00 | 150.00 | 200.00 | 600.00 | 56.00 | 168.00 |
| 0041 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 3 | EACH | 50.00 | 150.00 | 300.00 | 900.00 | 56.00 | 168.00 |
| 0042 | 727-01-00100 | Mobilization | 1 | LUMP | 1,315,000.00 | 1,315,000.00 | 842,000.00 | 842,000.00 | 1,505,000.00 | 1,505,000.00 |
| 0043 | 729-16-00300 | Object Marker Assembly (Type 3) | 64 | EACH | 65.00 | 4,160.00 | 100.00 | 6,400.00 | 84.00 | 5,376.00 |
| 0044 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,929 | EACH | 5.50 | 10,609.50 | 10.00 | 19,290.00 | 5.60 | 10,802.40 |
| 0045 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 4,340 | LNFT | 1.50 | 6,510.00 | 6.00 | 26,040.00 | 1.00 | 4,340.00 |
| 0046 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 1,349 | LNFT | 5.00 | 6,745.00 | 10.00 | 13,490.00 | 4.00 | 5,396.00 |
| 0047 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 14.128 | MILE | 2,800.00 | 39,558.40 | 3,300.00 | 46,622.40 | 3,000.00 | 42,384.00 |
| 0048 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 9.281 | MILE | 950.00 | 8,816.95 | 2,100.00 | 19,490.10 | 790.00 | 7,331.99 |
| 0049 | 732-04-05020 | Plastic Pavement Legends and Symbols (EXIT) | 6 | EACH | 225.00 | 1,350.00 | 1,100.00 | 6,600.00 | 281.00 | 1,686.00 |
| 0050 | 732-04-12000 | Plastic Pavement Legends and Symbols (LANE) | 6 | EACH | 240.00 | 1,440.00 | 1,100.00 | 6,600.00 | 281.00 | 1,686.00 |
| 0051 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 6 | EACH | 250.00 | 1,500.00 | 1,100.00 | 6,600.00 | 281.00 | 1,686.00 |
| 0052 | 732-05-00100 | Removal of Existing Markings | 7.048 | MILE | 4,500.00 | 31,716.00 | 2,100.00 | 14,800.80 | 5,300.00 | 37,354.40 |
| 0053 | 734-01-00100 | Rubblizing Portland Cement Concrete Pavement | 92,451 | SQYD | 5.50 | 508,480.50 | 6.50 | 600,931.50 | 5.80 | 536,215.80 |
| 0054 | 739-01-00100 | Hydro-Seeding | 13.67 | ACRE | 1,700.00 | 23,239.00 | 1,250.00 | 17,087.50 | 1,200.00 | 16,404.00 |
| 0055 | 740-01-00100 | Construction Layout | 1 | LUMP | 100,000.00 | 100,000.00 | 132,000.00 | 132,000.00 | 190,000.00 | 190,000.00 |
| 0056 | 805-09-00100 | Expansion Joint Seal | 80 | LNFT | 3.30 | 264.00 | 100.00 | 8,000.00 | 108.00 | 8,640.00 |
| 0057 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 20,157 | LNFT | 3.30 | 66,518.10 | 1.25 | 25,196.25 | 1.30 | 26,204.10 |
| 0058 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 3,528 | LNFT | 3.30 | 11,642.40 | 1.35 | 4,762.80 | 1.40 | 4,939.20 |
| 0059 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 45,874 | LNFT | 2.20 | 100,922.80 | 1.00 | 45,874.00 | 1.00 | 45,874.00 |
| 0060 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 147,681 | INLF | 2.20 | 324,898.20 | 0.10 | 14,768.10 | 0.50 | 73,840.50 |
| 0061 | NS-602-00001 | Milling Concrete Pavement | 4,468.4 | SQYD | 15.00 | 67,026.00 | 20.00 | 89,368.00 | 15.00 | 67,026.00 |
| 0062 | NS-700-00020 | Adjusting Guard Rail | 6,513 | LNFT | 17.00 | 110,721.00 | 5.00 | 32,565.00 | 5.65 | 36,798.45 |
| 0063 | NS-700-00220 | Impact Attenuator (Kinetic) | 2 | EACH | 21,000.00 | 42,000.00 | 12,500.00 | 25,000.00 | 13,200.00 | 26,400.00 |
| 0064 | NS-713-00001 | Dynamic Message Sign Unit | 4 | EACH | 20,000.00 | 80,000.00 | 10,000.00 | 40,000.00 | 13,500.00 | 54,000.00 |
| 0065 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 14.1 | MILE | 1,350.00 | 19,035.00 | 600.00 | 8,460.00 | 990.00 | 13,959.00 |
| 0066 | NS-810-00001 | Barrier Rail Rehabiltation | 2,607 | LNFT | 60.00 | 156,420.00 | 25.00 | 65,175.00 | 42.82 | 111,631.74 |
| 0068 | 202-02-00010 | Removal of Existing Pier Protection | 2 | EACH | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | 10,300.00 | 20,600.00 |
| 0069 | 202-03-00010 | Relocation of Light Poles (at Texas Ave. Interchange) | 14 | EACH | 1,100.00 | 15,400.00 | 1,100.00 | 15,400.00 | 1,100.00 | 15,400.00 |
| 0070 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 2,584 | LNFT | 33.00 | 85,272.00 | 30.00 | 77,520.00 | 31.00 | 80,104.00 |
| 0071 | 704-03-00100 | Blocked Out Guard Rail | 1,794 | LNFT | 20.00 | 35,880.00 | 16.00 | 28,704.00 | 18.00 | 32,292.00 |
| 0072 | NS-736-00100 | Radar Traffic Sensor and Recorder System | 1 | EACH | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | 28,200.00 | 28,200.00 |
| 0073 | NS-800-00120 | Pier Protection System (Vehicle) | 2 | EACH | 28,000.00 | 56,000.00 | 35,000.00 | 70,000.00 | 38,240.00 | 76,480.00 |
| 0074 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 60 | EACH | 350.00 | 21,000.00 | 750.00 | 45,000.00 | 141.00 | 8,460.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 14,733,829.68 | 15,284,411.00 | 15,805,661.72 | |||||||
| NUMBER OF DAYS BID AT $15000 PER DAY. | 3,795,000.00 | 4,125,000.00 | 4,500,000.00 | |||||||
| TOTAL BID | 18,528,829.68 | 19,409,411.00 | 20,305,661.72 | |||||||