Bid Tabulations
Letting of
03/13/2013
LA DOTD Headquarters
| Lead Project: H.009954.6 | |
| Parish: Calcasieu | |
| Routes: EAST COLLEGE STREET, W. PRIEN LAKE ROAD, I-210 | |
| Description: I-210 Intersection Improvements | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PORT CEMENT CONCRETE PAVEMENT, TRAFFIC SIGNALIZATION, AND RELATED WORK. | |
| Estimated Construction Cost: $2,502,705.92 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 55505 | Merrick, LLC | $2,617,715.09 |
| 2 | 52306 | Cecil Perry Improvements Llc | $2,648,070.70 |
| 3 | 30774 | Progressive Construction Co., LLC | $2,825,068.96 |
| 4 | 14648 | Mcmanus Construction, Inc. | $3,113,081.91 |
| 5 | 39462 | Jb James Construction Llc | $3,204,985.03 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $3,259,848.75 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Merrick, LLC |
- 2 - Cecil Perry Improvements Llc |
- 3 - Progressive Construction Co., LLC |
- 4 - Mcmanus Construction, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 20,000.00 | 20,000.00 | 1,850.00 | 1,850.00 | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 100.1 | SQYD | 5.00 | 500.50 | 14.25 | 1,426.43 | 15.50 | 1,551.55 | 20.00 | 2,002.00 |
| 0003 | 202-02-06060 | Removal of Concrete Catch Basin | 8 | EACH | 350.00 | 2,800.00 | 350.00 | 2,800.00 | 725.00 | 5,800.00 | 1,000.00 | 8,000.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 86.4 | SQYD | 12.50 | 1,080.00 | 16.50 | 1,425.60 | 16.75 | 1,447.20 | 20.00 | 1,728.00 |
| 0005 | 202-02-06140 | Removal of Curbs (Concrete) | 391.7 | LNFT | 3.00 | 1,175.10 | 2.30 | 900.91 | 7.00 | 2,741.90 | 10.00 | 3,917.00 |
| 0006 | 202-02-12020 | Removal of Fence (Chain Link) | 463 | LNFT | 1.50 | 694.50 | 1.85 | 856.55 | 6.80 | 3,148.40 | 3.00 | 1,389.00 |
| 0007 | 202-02-26300 | Removal of Median / Island | 315 | SQYD | 5.00 | 1,575.00 | 9.00 | 2,835.00 | 10.75 | 3,386.25 | 20.00 | 6,300.00 |
| 0008 | 202-02-32140 | Removal of Pipe (Storm Drain) 18" RCP | 185 | LNFT | 4.00 | 740.00 | 17.00 | 3,145.00 | 25.00 | 4,625.00 | 10.00 | 1,850.00 |
| 0009 | 202-02-32140 | Removal of Pipe (Storm Drain) 24" RCP | 21 | LNFT | 9.00 | 189.00 | 40.00 | 840.00 | 25.00 | 525.00 | 10.00 | 210.00 |
| 0010 | 202-02-32140 | Removal of Pipe (Storm Drain) 15" RCP | 16 | LNFT | 4.00 | 64.00 | 34.50 | 552.00 | 25.00 | 400.00 | 10.00 | 160.00 |
| 0011 | 202-02-32140 | Removal of Pipe (Storm Drain) 12" RCP | 27 | LNFT | 4.00 | 108.00 | 30.50 | 823.50 | 25.00 | 675.00 | 10.00 | 270.00 |
| 0012 | 202-02-32180 | Removal of Pipe Headwalls | 1 | EACH | 5,000.00 | 5,000.00 | 380.00 | 380.00 | 850.00 | 850.00 | 300.00 | 300.00 |
| 0013 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 940.7 | SQYD | 8.00 | 7,525.60 | 11.00 | 10,347.70 | 9.00 | 8,466.30 | 20.00 | 18,814.00 |
| 0014 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,088.8 | SQYD | 6.00 | 6,532.80 | 11.75 | 12,793.40 | 11.00 | 11,976.80 | 20.00 | 21,776.00 |
| 0015 | 203-01-00100 | General Excavation For Undercutting of the Subgrade (When and Where Directed by the Project Engineer) | 500 | CUYD | 1.75 | 875.00 | 21.50 | 10,750.00 | 14.25 | 7,125.00 | 8.00 | 4,000.00 |
| 0016 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 75,000.00 | 75,000.00 | 58,400.00 | 58,400.00 | 55,000.00 | 55,000.00 | 30,262.00 | 30,262.00 |
| 0017 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) For Backfilling the Undercutting of the Subgrade | 500 | CUYD | 13.00 | 6,500.00 | 22.00 | 11,000.00 | 24.00 | 12,000.00 | 15.00 | 7,500.00 |
| 0018 | 204-02-00100 | Temporary Hay or Straw Bales | 252 | EACH | 10.00 | 2,520.00 | 15.50 | 3,906.00 | 15.25 | 3,843.00 | 20.00 | 5,040.00 |
| 0019 | 204-06-00100 | Temporary Silt Fencing | 2,997 | LNFT | 1.60 | 4,795.20 | 1.30 | 3,896.10 | 2.00 | 5,994.00 | 3.00 | 8,991.00 |
| 0020 | 302-02-02000 | Class II Base Course (6" Thick) Class M Concrete | 3,740.8 | SQYD | 30.00 | 112,224.00 | 33.00 | 123,446.40 | 20.00 | 74,816.00 | 60.00 | 224,448.00 |
| 0021 | 302-02-04501 | Class II Base Course (9" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 1,577.5 | SQYD | 21.00 | 33,127.50 | 31.00 | 48,902.50 | 22.25 | 35,099.38 | 20.00 | 31,550.00 |
| 0022 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) (To Be Used at the Discretion of the Project Engineer)(6% Lime and 9% Cement) | 1,577.5 | SQYD | 16.00 | 25,240.00 | 17.80 | 28,079.50 | 19.50 | 30,761.25 | 15.00 | 23,662.50 |
| 0023 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 4 | CUYD | 102.00 | 408.00 | 90.00 | 360.00 | 66.00 | 264.00 | 100.00 | 400.00 |
| 0024 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 62.2 | CUYD | 45.00 | 2,799.00 | 83.50 | 5,193.70 | 66.00 | 4,105.20 | 80.00 | 4,976.00 |
| 0025 | 502-01-00100 | Superpave Asphaltic Concrete | 294.5 | TON | 294.00 | 86,583.00 | 218.00 | 64,201.00 | 210.00 | 61,845.00 | 275.00 | 80,987.50 |
| 0026 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 116.9 | TON | 116.00 | 13,560.40 | 300.00 | 35,070.00 | 210.00 | 24,549.00 | 202.00 | 23,613.80 |
| 0027 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,442 | SQYD | 8.50 | 12,257.00 | 6.85 | 9,877.70 | 6.50 | 9,373.00 | 12.00 | 17,304.00 |
| 0028 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -82 | CUYD | 5.00 | -410.00 | 0.01 | -0.82 | 0.01 | -0.82 | 1.00 | -82.00 |
| 0029 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 103 | SQYD | 88.00 | 9,064.00 | 108.00 | 11,124.00 | 138.00 | 14,214.00 | 135.00 | 13,905.00 |
| 0030 | 601-01-00300 | Portland Cement Concrete Pavement (9" Thick) | 17.2 | SQYD | 56.00 | 963.20 | 84.65 | 1,455.98 | 251.00 | 4,317.20 | 80.00 | 1,376.00 |
| 0031 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 3,114.8 | SQYD | 58.00 | 180,658.40 | 90.65 | 282,356.62 | 92.00 | 286,561.60 | 90.00 | 280,332.00 |
| 0032 | 601-02-00500 | Portland Cement Concrete Pavement (7" Thick) (Crossovers & Turnouts) | 12.3 | SQYD | 63.00 | 774.90 | 250.00 | 3,075.00 | 164.00 | 2,017.20 | 100.00 | 1,230.00 |
| 0033 | 601-02-00900 | Portland Cement Concrete Pavement (9" Thick) (Crossovers & Turnouts) | 16.2 | SQYD | 66.00 | 1,069.20 | 121.00 | 1,960.20 | 213.00 | 3,450.60 | 100.00 | 1,620.00 |
| 0034 | 601-02-01300 | Portland Cement Concrete Pavement (11" Thick) (Crossovers & Turnouts) | 817.3 | SQYD | 62.00 | 50,672.60 | 78.00 | 63,749.40 | 105.00 | 85,816.50 | 100.00 | 81,730.00 |
| 0035 | 601-03-01300 | Portland Cement Concrete Shoulder (11" Thick) | 977.2 | SQYD | 59.00 | 57,654.80 | 94.50 | 92,345.40 | 92.00 | 89,902.40 | 95.00 | 92,834.00 |
| 0036 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 29 | EACH | 100.00 | 2,900.00 | 113.50 | 3,291.50 | 262.50 | 7,612.50 | 32.00 | 928.00 |
| 0037 | 602-02-00100 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints Where Directed by the Project Engineer | 6,150 | LNFT | 2.00 | 12,300.00 | 5.80 | 35,670.00 | 1.60 | 9,840.00 | 2.20 | 13,530.00 |
| 0038 | 602-03-00100 | Cleaning and Sealing Random cracks Where Directed by the Project Engineer | 600 | LNFT | 2.75 | 1,650.00 | 5.80 | 3,480.00 | 6.00 | 3,600.00 | 3.00 | 1,800.00 |
| 0039 | 602-05-01160 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (9" Thick) Where Directed by the Project Engineer | 300 | SQYD | 183.00 | 54,900.00 | 135.00 | 40,500.00 | 221.00 | 66,300.00 | 150.00 | 45,000.00 |
| 0040 | 602-05-01240 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (11" Thick) Where Directed by the Project Engineer | 100 | SQYD | 200.00 | 20,000.00 | 200.00 | 20,000.00 | 273.00 | 27,300.00 | 150.00 | 15,000.00 |
| 0041 | 602-05-01260 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (11 1/2" Thick) Where Directed by the Project Engineer | 100 | SQYD | 205.00 | 20,500.00 | 205.00 | 20,500.00 | 293.00 | 29,300.00 | 150.00 | 15,000.00 |
| 0042 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) Where Directed by the Project Engineer | 300 | SQYD | 159.00 | 47,700.00 | 135.00 | 40,500.00 | 206.00 | 61,800.00 | 150.00 | 45,000.00 |
| 0043 | 602-05-02240 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (11" Thick) Where Directed by the Project Engineer | 100 | SQYD | 176.00 | 17,600.00 | 200.00 | 20,000.00 | 284.00 | 28,400.00 | 150.00 | 15,000.00 |
| 0044 | 602-05-02260 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (11 1/2" Thick) Where Directed by the Project Engineer | 100 | SQYD | 181.00 | 18,100.00 | 205.00 | 20,500.00 | 291.00 | 29,100.00 | 150.00 | 15,000.00 |
| 0045 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) Where Directed by the Project Engineer | 300 | SQYD | 143.00 | 42,900.00 | 135.00 | 40,500.00 | 180.00 | 54,000.00 | 150.00 | 45,000.00 |
| 0046 | 602-05-03240 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (11" Thick) Where Directed by the Project Engineer | 100 | SQYD | 152.00 | 15,200.00 | 200.00 | 20,000.00 | 284.00 | 28,400.00 | 150.00 | 15,000.00 |
| 0047 | 602-05-03260 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (11 1/2" Thick) Where Directed by the Project Engineer | 100 | SQYD | 163.00 | 16,300.00 | 205.00 | 20,500.00 | 304.00 | 30,400.00 | 150.00 | 15,000.00 |
| 0048 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 622 | LNFT | 45.00 | 27,990.00 | 28.00 | 17,416.00 | 50.00 | 31,100.00 | 50.00 | 31,100.00 |
| 0049 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 287 | LNFT | 47.00 | 13,489.00 | 42.50 | 12,197.50 | 57.00 | 16,359.00 | 60.00 | 17,220.00 |
| 0050 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 20 | LNFT | 58.00 | 1,160.00 | 67.00 | 1,340.00 | 80.00 | 1,600.00 | 75.00 | 1,500.00 |
| 0051 | 702-02-00200 | Manholes (R-CB-11) | 1 | EACH | 3,000.00 | 3,000.00 | 2,700.00 | 2,700.00 | 4,000.00 | 4,000.00 | 4,000.00 | 4,000.00 |
| 0052 | 702-03-00100 | Catch Basins (CB-01) | 7 | EACH | 3,000.00 | 21,000.00 | 2,015.00 | 14,105.00 | 3,200.00 | 22,400.00 | 3,500.00 | 24,500.00 |
| 0053 | 702-03-00500 | Catch Basins (CB-06) | 5 | EACH | 3,300.00 | 16,500.00 | 3,200.00 | 16,000.00 | 4,100.00 | 20,500.00 | 3,500.00 | 17,500.00 |
| 0054 | 702-03-00600 | Catch Basins (CB-07) | 4 | EACH | 3,600.00 | 14,400.00 | 4,400.00 | 17,600.00 | 5,000.00 | 20,000.00 | 4,500.00 | 18,000.00 |
| 0055 | 702-03-00700 | Catch Basins (CB-08) | 7 | EACH | 5,900.00 | 41,300.00 | 7,700.00 | 53,900.00 | 5,000.00 | 35,000.00 | 8,000.00 | 56,000.00 |
| 0056 | 702-03-00800 | Catch Basins (CB-09) | 2 | EACH | 3,000.00 | 6,000.00 | 3,525.00 | 7,050.00 | 4,150.00 | 8,300.00 | 8,000.00 | 16,000.00 |
| 0057 | 702-04-00200 | Adjusting Catch Basins | 13 | EACH | 1,700.00 | 22,100.00 | 1,260.00 | 16,380.00 | 2,000.00 | 26,000.00 | 2,000.00 | 26,000.00 |
| 0058 | 703-03-00100 | Perforated Pipe Underdrains | 821 | LNFT | 7.00 | 5,747.00 | 12.50 | 10,262.50 | 25.00 | 20,525.00 | 30.00 | 24,630.00 |
| 0059 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 443 | LNFT | 35.00 | 15,505.00 | 16.35 | 7,243.05 | 31.50 | 13,954.50 | 30.00 | 13,290.00 |
| 0060 | 706-01-00100 | Concrete Walk (4" Thick) | 23.4 | SQYD | 43.00 | 1,006.20 | 43.25 | 1,012.05 | 58.00 | 1,357.20 | 53.00 | 1,240.20 |
| 0061 | 706-01-00300 | Concrete Walk (6" Thick) | 6.8 | SQYD | 60.00 | 408.00 | 75.25 | 511.70 | 106.00 | 720.80 | 64.00 | 435.20 |
| 0062 | 706-02-00200 | Concrete Drive (6" Thick) | 31.5 | SQYD | 43.00 | 1,354.50 | 130.00 | 4,095.00 | 62.00 | 1,953.00 | 64.00 | 2,016.00 |
| 0063 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 218.2 | SQYD | 35.00 | 7,637.00 | 52.50 | 11,455.50 | 41.00 | 8,946.20 | 53.00 | 11,564.60 |
| 0064 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 398.2 | SQYD | 38.00 | 15,131.60 | 48.00 | 19,113.60 | 46.50 | 18,516.30 | 64.00 | 25,484.80 |
| 0065 | 706-04-00100 | Handicapped Curb Ramps | 2 | EACH | 800.00 | 1,600.00 | 1,442.00 | 2,884.00 | 2,100.00 | 4,200.00 | 1,210.00 | 2,420.00 |
| 0066 | 707-01-00100 | Concrete Curb | 738.6 | LNFT | 7.00 | 5,170.20 | 17.00 | 12,556.20 | 30.00 | 22,158.00 | 10.00 | 7,386.00 |
| 0067 | 707-01-00200 | Concrete Curb (Barrier) | 371.6 | LNFT | 6.50 | 2,415.40 | 7.50 | 2,787.00 | 9.00 | 3,344.40 | 10.00 | 3,716.00 |
| 0068 | 707-01-00300 | Concrete Curb (Mountable) | 1,649.4 | LNFT | 6.50 | 10,721.10 | 14.50 | 23,916.30 | 9.00 | 14,844.60 | 10.00 | 16,494.00 |
| 0069 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 852 | SQYD | 32.00 | 27,264.00 | 48.50 | 41,322.00 | 42.00 | 35,784.00 | 60.00 | 51,120.00 |
| 0070 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 55,150.00 | 55,150.00 | 14,000.00 | 14,000.00 | 100,000.00 | 100,000.00 |
| 0071 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 5,200 | LNFT | 0.25 | 1,300.00 | 0.14 | 728.00 | 0.26 | 1,352.00 | 0.15 | 780.00 |
| 0072 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 138 | EACH | 102.00 | 14,076.00 | 186.00 | 25,668.00 | 104.00 | 14,352.00 | 300.00 | 41,400.00 |
| 0073 | 717-01-00100 | Seeding | 85 | LB | 25.00 | 2,125.00 | 16.35 | 1,389.75 | 15.75 | 1,338.75 | 11.00 | 935.00 |
| 0074 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 212 | SQYD | 7.00 | 1,484.00 | 3.25 | 689.00 | 3.15 | 667.80 | 5.00 | 1,060.00 |
| 0075 | 726-01-00100 | Bedding Material | 108.3 | CUYD | 65.00 | 7,039.50 | 68.50 | 7,418.55 | 66.00 | 7,147.80 | 100.00 | 10,830.00 |
| 0076 | 727-01-00100 | Mobilization | 1 | LUMP | 261,000.00 | 261,000.00 | 187,400.00 | 187,400.00 | 145,000.00 | 145,000.00 | 200,000.00 | 200,000.00 |
| 0077 | 729-01-00100 | Sign (Type A) | 142.5 | SQFT | 42.00 | 5,985.00 | 45.00 | 6,412.50 | 43.37 | 6,180.23 | 75.00 | 10,687.50 |
| 0078 | 731-02-00100 | Reflectorized Raised Pavement Markers | 838 | EACH | 5.00 | 4,190.00 | 5.70 | 4,776.60 | 4.98 | 4,173.24 | 6.00 | 5,028.00 |
| 0079 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 1,858 | LNFT | 1.00 | 1,858.00 | 1.47 | 2,731.26 | 1.05 | 1,950.90 | 1.50 | 2,787.00 |
| 0080 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 3,371 | LNFT | 1.10 | 3,708.10 | 1.65 | 5,562.15 | 1.16 | 3,910.36 | 1.60 | 5,393.60 |
| 0081 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 937 | LNFT | 5.00 | 4,685.00 | 5.45 | 5,106.65 | 5.25 | 4,919.25 | 5.50 | 5,153.50 |
| 0082 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.858 | MILE | 2,782.00 | 7,950.96 | 3,161.00 | 9,034.14 | 2,919.00 | 8,342.50 | 2,900.00 | 8,288.20 |
| 0083 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.627 | MILE | 1,005.00 | 630.14 | 925.00 | 579.98 | 1,050.00 | 658.35 | 900.00 | 564.30 |
| 0084 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.097 | MILE | 1,547.00 | 150.06 | 1,362.00 | 132.11 | 1,575.00 | 152.78 | 1,350.00 | 130.95 |
| 0085 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.334 | MILE | 2,964.00 | 989.98 | 3,270.00 | 1,092.18 | 3,150.00 | 1,052.10 | 3,150.00 | 1,052.10 |
| 0086 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 7 | EACH | 220.00 | 1,540.00 | 288.00 | 2,016.00 | 231.00 | 1,617.00 | 280.00 | 1,960.00 |
| 0087 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 15 | EACH | 200.00 | 3,000.00 | 235.00 | 3,525.00 | 210.00 | 3,150.00 | 230.00 | 3,450.00 |
| 0088 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 8 | EACH | 200.00 | 1,600.00 | 235.00 | 1,880.00 | 210.00 | 1,680.00 | 230.00 | 1,840.00 |
| 0089 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 4 | EACH | 210.00 | 840.00 | 245.00 | 980.00 | 220.50 | 882.00 | 240.00 | 960.00 |
| 0090 | 732-05-00100 | Removal of Existing Markings | 1.113 | MILE | 3,000.00 | 3,339.00 | 5,450.00 | 6,065.85 | 3,150.00 | 3,505.95 | 4,000.00 | 4,452.00 |
| 0091 | 736-01-00100 | Trenching and Backfilling | 1,146 | LNFT | 6.00 | 6,876.00 | 6.05 | 6,933.30 | 5.83 | 6,681.18 | 10.00 | 11,460.00 |
| 0092 | 736-03-00200 | Jacked or Bored Conduit (2" HPDE, Sch 80) | 345 | LNFT | 11.00 | 3,795.00 | 11.15 | 3,846.75 | 10.76 | 3,712.20 | 17.00 | 5,865.00 |
| 0093 | 736-03-00300 | Jacked or Bored Conduit (3" HPDE, Sch 80) | 576 | LNFT | 14.00 | 8,064.00 | 14.70 | 8,467.20 | 14.18 | 8,167.68 | 17.00 | 9,792.00 |
| 0094 | 736-04-04080 | Signal Support (25' Single Mast Arm) | 1 | EACH | 7,650.00 | 7,650.00 | 8,325.00 | 8,325.00 | 8,022.00 | 8,022.00 | 17,391.00 | 17,391.00 |
| 0095 | 736-04-04120 | Signal Support (35' Single Mast Arm) | 3 | EACH | 9,000.00 | 27,000.00 | 9,725.00 | 29,175.00 | 9,371.25 | 28,113.75 | 18,393.00 | 55,179.00 |
| 0096 | 736-04-04140 | Signal Support (40' Single Mast Arm) | 1 | EACH | 9,750.00 | 9,750.00 | 10,580.00 | 10,580.00 | 10,191.30 | 10,191.30 | 19,683.00 | 19,683.00 |
| 0097 | 736-04-04160 | Signal Support (45' Single Mast Arm) | 2 | EACH | 11,000.00 | 22,000.00 | 11,465.00 | 22,930.00 | 11,044.95 | 22,089.90 | 20,000.00 | 40,000.00 |
| 0098 | 736-04-04180 | Signal Support (50' Single Mast Arm) | 3 | EACH | 12,000.00 | 36,000.00 | 12,971.00 | 38,913.00 | 12,495.00 | 37,485.00 | 21,000.00 | 63,000.00 |
| 0099 | 736-04-05012 | Signal Support (45'span, 40' span add-on arm) | 2 | EACH | 15,000.00 | 30,000.00 | 16,121.00 | 32,242.00 | 15,529.50 | 31,059.00 | 25,000.00 | 50,000.00 |
| 0100 | 736-05-02000 | Signal Heads (3 Section, 12" Led Lens, R, Y, G) | 26 | EACH | 1,100.00 | 28,600.00 | 1,171.00 | 30,446.00 | 1,128.75 | 29,347.50 | 1,544.00 | 40,144.00 |
| 0101 | 736-05-02020 | Signal Heads (3 Section, 12" Led Lens, R, LT. Y, LT. G) | 9 | EACH | 1,100.00 | 9,900.00 | 1,171.00 | 10,539.00 | 1,128.75 | 10,158.75 | 1,544.00 | 13,896.00 |
| 0102 | 736-05-02040 | Signal Heads (3 Section, 12" Led Lens, R, RT. Y, RT. G) | 1 | EACH | 1,100.00 | 1,100.00 | 1,171.00 | 1,171.00 | 1,128.75 | 1,128.75 | 1,544.00 | 1,544.00 |
| 0103 | 736-05-03000 | Signal Heads (4 Section, 12" Led Lens, R, Y, LT. G, G) | 3 | EACH | 1,400.00 | 4,200.00 | 1,500.00 | 4,500.00 | 1,449.00 | 4,347.00 | 1,903.00 | 5,709.00 |
| 0104 | 736-05-04000 | Signal Heads (5 Section, 12" Led Lens, R, LT. Y, Y, LT. G, G) | 5 | EACH | 1,600.00 | 8,000.00 | 1,715.00 | 8,575.00 | 1,653.75 | 8,268.75 | 2,116.00 | 10,580.00 |
| 0105 | 736-05-04020 | Signal Heads (5 Section, 12" Led Lens, R, Y, RT. Y, G, RT. G) | 1 | EACH | 1,600.00 | 1,600.00 | 1,715.00 | 1,715.00 | 1,653.75 | 1,653.75 | 2,116.00 | 2,116.00 |
| 0106 | 736-06-00200 | Signal Service (Pedestal Required) | 5 | EACH | 1,750.00 | 8,750.00 | 1,850.00 | 9,250.00 | 1,785.00 | 8,925.00 | 1,416.00 | 7,080.00 |
| 0107 | 736-08-00071 | Sig Cntrlr (TS-2, Type 2, w/Eth cap)(Type 6E Cabinet) (F&I) | 5 | EACH | 24,000.00 | 120,000.00 | 25,903.00 | 129,515.00 | 24,953.25 | 124,766.25 | 31,627.00 | 158,135.00 |
| 0108 | 736-10-00200 | Underground Junction Box (Type E) | 9 | EACH | 500.00 | 4,500.00 | 512.00 | 4,608.00 | 493.50 | 4,441.50 | 917.00 | 8,253.00 |
| 0109 | 736-10-00300 | Underground Junction Box (Type F) | 10 | EACH | 510.00 | 5,100.00 | 551.00 | 5,510.00 | 531.30 | 5,313.00 | 982.00 | 9,820.00 |
| 0110 | 736-10-00500 | Underground Junction Box (Type H) | 5 | EACH | 950.00 | 4,750.00 | 1,024.00 | 5,120.00 | 987.00 | 4,935.00 | 1,496.00 | 7,480.00 |
| 0111 | 736-11-00300 | Conduit (2" HDPE, Schedule 80) | 369 | LNFT | 4.00 | 1,476.00 | 4.15 | 1,531.35 | 3.99 | 1,472.31 | 2.70 | 996.30 |
| 0112 | 736-11-00400 | Conduit (3" HDPE, Schedule 80) | 778 | LNFT | 8.00 | 6,224.00 | 8.45 | 6,574.10 | 8.14 | 6,332.92 | 3.45 | 2,684.10 |
| 0113 | 736-12-02000 | Conductor (3c, 6 gauge / #6 awg) | 711.5 | LNFT | 3.50 | 2,490.25 | 3.71 | 2,639.67 | 3.57 | 2,540.06 | 4.80 | 3,415.20 |
| 0114 | 736-12-04000 | Conductor (6c, #14 awg) | 490 | LNFT | 3.00 | 1,470.00 | 2.73 | 1,337.70 | 2.63 | 1,288.70 | 2.15 | 1,053.50 |
| 0115 | 736-12-06000 | Conductor (10c, #14 awg) | 3,364 | LNFT | 3.25 | 10,933.00 | 3.38 | 11,370.32 | 3.26 | 10,966.64 | 3.64 | 12,244.96 |
| 0116 | 739-01-00100 | Hydro-Seeding | 1.44 | ACRE | 2,000.00 | 2,880.00 | 1,362.00 | 1,961.28 | 1,840.00 | 2,649.60 | 3,300.00 | 4,752.00 |
| 0117 | 740-01-00100 | Construction Layout | 1 | LUMP | 100,000.00 | 100,000.00 | 5,000.00 | 5,000.00 | 8,600.00 | 8,600.00 | 50,000.00 | 50,000.00 |
| 0118 | 805-01-00400 | Class A Concrete (Retaining Walls) | 292.3 | CUYD | 1,000.00 | 292,300.00 | 750.00 | 219,225.00 | 1,366.00 | 399,281.80 | 500.00 | 146,150.00 |
| 0119 | 806-01-00100 | Deformed Reinforcing Steel | 25,056 | LB | 1.30 | 32,572.80 | 0.93 | 23,302.08 | 1.00 | 25,056.00 | 0.60 | 15,033.60 |
| 0120 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 1,130 | LNFT | 2.80 | 3,164.00 | 7.66 | 8,655.80 | 1.75 | 1,977.50 | 3.00 | 3,390.00 |
| 0121 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 722 | LNFT | 2.80 | 2,021.60 | 7.66 | 5,530.52 | 1.75 | 1,263.50 | 3.00 | 2,166.00 |
| 0122 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 1,448 | LNFT | 1.00 | 1,448.00 | 2.73 | 3,953.04 | 1.50 | 2,172.00 | 1.00 | 1,448.00 |
| 0123 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,825 | INLF | 1.00 | 1,825.00 | 0.95 | 1,733.75 | 1.00 | 1,825.00 | 1.00 | 1,825.00 |
| 0124 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 7,340 | INLF | 1.00 | 7,340.00 | 0.93 | 6,826.20 | 0.50 | 3,670.00 | 1.10 | 8,074.00 |
| 0125 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 11,625 | INLF | 1.00 | 11,625.00 | 0.93 | 10,811.25 | 0.75 | 8,718.75 | 1.10 | 12,787.50 |
| 0126 | NS-700-00180 | Impact Attenuator (Construction Zone) | 3 | EACH | 13,000.00 | 39,000.00 | 3,800.00 | 11,400.00 | 5,770.00 | 17,310.00 | 13,500.00 | 40,500.00 |
| 0127 | NS-713-00001 | Dynamic Message Sign Unit | 5 | EACH | 5,000.00 | 25,000.00 | 3,950.00 | 19,750.00 | 9,400.00 | 47,000.00 | 17,000.00 | 85,000.00 |
| 0128 | NS-736-00001 | GPS | 5 | EACH | 1,000.00 | 5,000.00 | 1,113.00 | 5,565.00 | 1,034.25 | 5,171.25 | 1,254.00 | 6,270.00 |
| 0129 | NS-736-00005 | Video Detection Cabinet Components | 5 | EACH | 9,000.00 | 45,000.00 | 10,000.00 | 50,000.00 | 9,292.50 | 46,462.50 | 10,102.00 | 50,510.00 |
| 0130 | NS-736-00006 | Video Detection Camera | 19 | EACH | 2,650.00 | 50,350.00 | 2,875.00 | 54,625.00 | 2,766.75 | 52,568.25 | 2,200.00 | 41,800.00 |
| 0131 | NS-736-00007 | Video Detection Training | 1 | LUMP | 200.00 | 200.00 | 186.00 | 186.00 | 173.25 | 173.25 | 1.00 | 1.00 |
| 0132 | 202-02-40100 | Removal of Traffic Signal Equipment | 1 | LUMP | 15,000.00 | 15,000.00 | 11,185.00 | 11,185.00 | 10,773.00 | 10,773.00 | 47,160.00 | 47,160.00 |
| 0133 | 202-02-40120 | Removal of Traffic Detectors and Associated Equipment | 1 | LUMP | 5,000.00 | 5,000.00 | 2,795.00 | 2,795.00 | 2,693.25 | 2,693.25 | 6,671.00 | 6,671.00 |
| CONTRACTOR TOTAL | 2,617,715.09 | 2,648,070.70 | 2,825,068.96 | 3,113,081.91 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jb James Construction Llc |
- 6 - Gilchrist Construction Co. LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 152,000.00 | 152,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-02020 | Removal of Asphalt Pavement | 100.1 | SQYD | 13.00 | 1,301.30 | 22.00 | 2,202.20 |
| 0003 | 202-02-06060 | Removal of Concrete Catch Basin | 8 | EACH | 350.00 | 2,800.00 | 360.00 | 2,880.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 86.4 | SQYD | 15.00 | 1,296.00 | 7.00 | 604.80 |
| 0005 | 202-02-06140 | Removal of Curbs (Concrete) | 391.7 | LNFT | 5.00 | 1,958.50 | 5.00 | 1,958.50 |
| 0006 | 202-02-12020 | Removal of Fence (Chain Link) | 463 | LNFT | 5.00 | 2,315.00 | 1.50 | 694.50 |
| 0007 | 202-02-26300 | Removal of Median / Island | 315 | SQYD | 10.00 | 3,150.00 | 6.00 | 1,890.00 |
| 0008 | 202-02-32140 | Removal of Pipe (Storm Drain) 18" RCP | 185 | LNFT | 6.00 | 1,110.00 | 6.00 | 1,110.00 |
| 0009 | 202-02-32140 | Removal of Pipe (Storm Drain) 24" RCP | 21 | LNFT | 11.00 | 231.00 | 9.00 | 189.00 |
| 0010 | 202-02-32140 | Removal of Pipe (Storm Drain) 15" RCP | 16 | LNFT | 6.00 | 96.00 | 12.00 | 192.00 |
| 0011 | 202-02-32140 | Removal of Pipe (Storm Drain) 12" RCP | 27 | LNFT | 6.00 | 162.00 | 8.00 | 216.00 |
| 0012 | 202-02-32180 | Removal of Pipe Headwalls | 1 | EACH | 500.00 | 500.00 | 1,000.00 | 1,000.00 |
| 0013 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 940.7 | SQYD | 11.00 | 10,347.70 | 13.00 | 12,229.10 |
| 0014 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,088.8 | SQYD | 9.00 | 9,799.20 | 12.50 | 13,610.00 |
| 0015 | 203-01-00100 | General Excavation For Undercutting of the Subgrade (When and Where Directed by the Project Engineer) | 500 | CUYD | 20.00 | 10,000.00 | 14.50 | 7,250.00 |
| 0016 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 145,000.00 | 145,000.00 | 50,000.00 | 50,000.00 |
| 0017 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) For Backfilling the Undercutting of the Subgrade | 500 | CUYD | 30.00 | 15,000.00 | 25.00 | 12,500.00 |
| 0018 | 204-02-00100 | Temporary Hay or Straw Bales | 252 | EACH | 10.00 | 2,520.00 | 20.00 | 5,040.00 |
| 0019 | 204-06-00100 | Temporary Silt Fencing | 2,997 | LNFT | 2.50 | 7,492.50 | 1.75 | 5,244.75 |
| 0020 | 302-02-02000 | Class II Base Course (6" Thick) Class M Concrete | 3,740.8 | SQYD | 36.00 | 134,668.80 | 32.00 | 119,705.60 |
| 0021 | 302-02-04501 | Class II Base Course (9" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 1,577.5 | SQYD | 23.00 | 36,282.50 | 27.00 | 42,592.50 |
| 0022 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) (To Be Used at the Discretion of the Project Engineer)(6% Lime and 9% Cement) | 1,577.5 | SQYD | 18.00 | 28,395.00 | 18.00 | 28,395.00 |
| 0023 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 4 | CUYD | 150.00 | 600.00 | 150.00 | 600.00 |
| 0024 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 62.2 | CUYD | 125.00 | 7,775.00 | 75.00 | 4,665.00 |
| 0025 | 502-01-00100 | Superpave Asphaltic Concrete | 294.5 | TON | 135.00 | 39,757.50 | 225.00 | 66,262.50 |
| 0026 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 116.9 | TON | 150.00 | 17,535.00 | 225.00 | 26,302.50 |
| 0027 | 509-01-00100 | Cold Planing Asphaltic Pavement | 1,442 | SQYD | 3.00 | 4,326.00 | 7.00 | 10,094.00 |
| 0028 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -82 | CUYD | 1.00 | -82.00 | 0.10 | -8.20 |
| 0029 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 103 | SQYD | 147.00 | 15,141.00 | 155.00 | 15,965.00 |
| 0030 | 601-01-00300 | Portland Cement Concrete Pavement (9" Thick) | 17.2 | SQYD | 114.56 | 1,970.43 | 320.00 | 5,504.00 |
| 0031 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 3,114.8 | SQYD | 81.00 | 252,298.80 | 105.00 | 327,054.00 |
| 0032 | 601-02-00500 | Portland Cement Concrete Pavement (7" Thick) (Crossovers & Turnouts) | 12.3 | SQYD | 72.00 | 885.60 | 400.00 | 4,920.00 |
| 0033 | 601-02-00900 | Portland Cement Concrete Pavement (9" Thick) (Crossovers & Turnouts) | 16.2 | SQYD | 115.00 | 1,863.00 | 330.00 | 5,346.00 |
| 0034 | 601-02-01300 | Portland Cement Concrete Pavement (11" Thick) (Crossovers & Turnouts) | 817.3 | SQYD | 88.00 | 71,922.40 | 127.00 | 103,797.10 |
| 0035 | 601-03-01300 | Portland Cement Concrete Shoulder (11" Thick) | 977.2 | SQYD | 95.00 | 92,834.00 | 105.00 | 102,606.00 |
| 0036 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 29 | EACH | 100.00 | 2,900.00 | 90.00 | 2,610.00 |
| 0037 | 602-02-00100 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints Where Directed by the Project Engineer | 6,150 | LNFT | 2.00 | 12,300.00 | 2.25 | 13,837.50 |
| 0038 | 602-03-00100 | Cleaning and Sealing Random cracks Where Directed by the Project Engineer | 600 | LNFT | 3.00 | 1,800.00 | 3.00 | 1,800.00 |
| 0039 | 602-05-01160 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (9" Thick) Where Directed by the Project Engineer | 300 | SQYD | 220.00 | 66,000.00 | 225.00 | 67,500.00 |
| 0040 | 602-05-01240 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (11" Thick) Where Directed by the Project Engineer | 100 | SQYD | 250.00 | 25,000.00 | 300.00 | 30,000.00 |
| 0041 | 602-05-01260 | Full Depth Patching of Jointed Concrete Pavement (16.0 square yards and under) (11 1/2" Thick) Where Directed by the Project Engineer | 100 | SQYD | 255.00 | 25,500.00 | 310.00 | 31,000.00 |
| 0042 | 602-05-02160 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (9" Thick) Where Directed by the Project Engineer | 300 | SQYD | 210.00 | 63,000.00 | 210.00 | 63,000.00 |
| 0043 | 602-05-02240 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (11" Thick) Where Directed by the Project Engineer | 100 | SQYD | 245.00 | 24,500.00 | 300.00 | 30,000.00 |
| 0044 | 602-05-02260 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (11 1/2" Thick) Where Directed by the Project Engineer | 100 | SQYD | 250.00 | 25,000.00 | 310.00 | 31,000.00 |
| 0045 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (9" Thick) Where Directed by the Project Engineer | 300 | SQYD | 200.00 | 60,000.00 | 200.00 | 60,000.00 |
| 0046 | 602-05-03240 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (11" Thick) Where Directed by the Project Engineer | 100 | SQYD | 235.00 | 23,500.00 | 300.00 | 30,000.00 |
| 0047 | 602-05-03260 | Full Depth Patching of Jointed Concrete Pavement (48.1 square yards and over) (11 1/2" Thick) Where Directed by the Project Engineer | 100 | SQYD | 245.00 | 24,500.00 | 325.00 | 32,500.00 |
| 0048 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 622 | LNFT | 45.00 | 27,990.00 | 45.00 | 27,990.00 |
| 0049 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 287 | LNFT | 50.00 | 14,350.00 | 50.00 | 14,350.00 |
| 0050 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 20 | LNFT | 60.00 | 1,200.00 | 115.00 | 2,300.00 |
| 0051 | 702-02-00200 | Manholes (R-CB-11) | 1 | EACH | 2,600.00 | 2,600.00 | 1,100.00 | 1,100.00 |
| 0052 | 702-03-00100 | Catch Basins (CB-01) | 7 | EACH | 2,600.00 | 18,200.00 | 2,600.00 | 18,200.00 |
| 0053 | 702-03-00500 | Catch Basins (CB-06) | 5 | EACH | 3,300.00 | 16,500.00 | 3,300.00 | 16,500.00 |
| 0054 | 702-03-00600 | Catch Basins (CB-07) | 4 | EACH | 3,600.00 | 14,400.00 | 3,600.00 | 14,400.00 |
| 0055 | 702-03-00700 | Catch Basins (CB-08) | 7 | EACH | 5,900.00 | 41,300.00 | 6,000.00 | 42,000.00 |
| 0056 | 702-03-00800 | Catch Basins (CB-09) | 2 | EACH | 3,000.00 | 6,000.00 | 3,100.00 | 6,200.00 |
| 0057 | 702-04-00200 | Adjusting Catch Basins | 13 | EACH | 1,500.00 | 19,500.00 | 1,500.00 | 19,500.00 |
| 0058 | 703-03-00100 | Perforated Pipe Underdrains | 821 | LNFT | 18.00 | 14,778.00 | 16.00 | 13,136.00 |
| 0059 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 443 | LNFT | 16.00 | 7,088.00 | 31.00 | 13,733.00 |
| 0060 | 706-01-00100 | Concrete Walk (4" Thick) | 23.4 | SQYD | 49.00 | 1,146.60 | 130.00 | 3,042.00 |
| 0061 | 706-01-00300 | Concrete Walk (6" Thick) | 6.8 | SQYD | 59.00 | 401.20 | 220.00 | 1,496.00 |
| 0062 | 706-02-00200 | Concrete Drive (6" Thick) | 31.5 | SQYD | 59.00 | 1,858.50 | 140.00 | 4,410.00 |
| 0063 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 218.2 | SQYD | 49.00 | 10,691.80 | 90.00 | 19,638.00 |
| 0064 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 398.2 | SQYD | 59.00 | 23,493.80 | 65.00 | 25,883.00 |
| 0065 | 706-04-00100 | Handicapped Curb Ramps | 2 | EACH | 1,200.00 | 2,400.00 | 1,600.00 | 3,200.00 |
| 0066 | 707-01-00100 | Concrete Curb | 738.6 | LNFT | 6.00 | 4,431.60 | 30.00 | 22,158.00 |
| 0067 | 707-01-00200 | Concrete Curb (Barrier) | 371.6 | LNFT | 6.00 | 2,229.60 | 30.00 | 11,148.00 |
| 0068 | 707-01-00300 | Concrete Curb (Mountable) | 1,649.4 | LNFT | 6.00 | 9,896.40 | 30.00 | 49,482.00 |
| 0069 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 852 | SQYD | 59.00 | 50,268.00 | 55.00 | 46,860.00 |
| 0070 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 150,000.00 | 150,000.00 | 63,000.00 | 63,000.00 |
| 0071 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 5,200 | LNFT | 0.20 | 1,040.00 | 0.26 | 1,352.00 |
| 0072 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 138 | EACH | 300.00 | 41,400.00 | 975.00 | 134,550.00 |
| 0073 | 717-01-00100 | Seeding | 85 | LB | 25.00 | 2,125.00 | 17.00 | 1,445.00 |
| 0074 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 212 | SQYD | 5.00 | 1,060.00 | 3.25 | 689.00 |
| 0075 | 726-01-00100 | Bedding Material | 108.3 | CUYD | 66.00 | 7,147.80 | 90.00 | 9,747.00 |
| 0076 | 727-01-00100 | Mobilization | 1 | LUMP | 320,000.00 | 320,000.00 | 320,000.00 | 320,000.00 |
| 0077 | 729-01-00100 | Sign (Type A) | 142.5 | SQFT | 50.00 | 7,125.00 | 45.00 | 6,412.50 |
| 0078 | 731-02-00100 | Reflectorized Raised Pavement Markers | 838 | EACH | 5.00 | 4,190.00 | 5.00 | 4,190.00 |
| 0079 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 1,858 | LNFT | 1.50 | 2,787.00 | 1.10 | 2,043.80 |
| 0080 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 3,371 | LNFT | 1.50 | 5,056.50 | 1.20 | 4,045.20 |
| 0081 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 937 | LNFT | 5.00 | 4,685.00 | 5.50 | 5,153.50 |
| 0082 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.858 | MILE | 3,000.00 | 8,574.00 | 3,000.00 | 8,574.00 |
| 0083 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.627 | MILE | 700.00 | 438.90 | 1,100.00 | 689.70 |
| 0084 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.097 | MILE | 6,200.00 | 601.40 | 1,600.00 | 155.20 |
| 0085 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.334 | MILE | 6,100.00 | 2,037.40 | 3,100.00 | 1,035.40 |
| 0086 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 7 | EACH | 250.00 | 1,750.00 | 230.00 | 1,610.00 |
| 0087 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 15 | EACH | 225.00 | 3,375.00 | 230.00 | 3,450.00 |
| 0088 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 8 | EACH | 225.00 | 1,800.00 | 230.00 | 1,840.00 |
| 0089 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 4 | EACH | 300.00 | 1,200.00 | 230.00 | 920.00 |
| 0090 | 732-05-00100 | Removal of Existing Markings | 1.113 | MILE | 3,000.00 | 3,339.00 | 3,200.00 | 3,561.60 |
| 0091 | 736-01-00100 | Trenching and Backfilling | 1,146 | LNFT | 6.00 | 6,876.00 | 6.00 | 6,876.00 |
| 0092 | 736-03-00200 | Jacked or Bored Conduit (2" HPDE, Sch 80) | 345 | LNFT | 11.00 | 3,795.00 | 11.00 | 3,795.00 |
| 0093 | 736-03-00300 | Jacked or Bored Conduit (3" HPDE, Sch 80) | 576 | LNFT | 14.00 | 8,064.00 | 14.00 | 8,064.00 |
| 0094 | 736-04-04080 | Signal Support (25' Single Mast Arm) | 1 | EACH | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 |
| 0095 | 736-04-04120 | Signal Support (35' Single Mast Arm) | 3 | EACH | 9,000.00 | 27,000.00 | 9,500.00 | 28,500.00 |
| 0096 | 736-04-04140 | Signal Support (40' Single Mast Arm) | 1 | EACH | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0097 | 736-04-04160 | Signal Support (45' Single Mast Arm) | 2 | EACH | 11,000.00 | 22,000.00 | 11,000.00 | 22,000.00 |
| 0098 | 736-04-04180 | Signal Support (50' Single Mast Arm) | 3 | EACH | 12,000.00 | 36,000.00 | 12,500.00 | 37,500.00 |
| 0099 | 736-04-05012 | Signal Support (45'span, 40' span add-on arm) | 2 | EACH | 15,000.00 | 30,000.00 | 15,500.00 | 31,000.00 |
| 0100 | 736-05-02000 | Signal Heads (3 Section, 12" Led Lens, R, Y, G) | 26 | EACH | 1,100.00 | 28,600.00 | 1,200.00 | 31,200.00 |
| 0101 | 736-05-02020 | Signal Heads (3 Section, 12" Led Lens, R, LT. Y, LT. G) | 9 | EACH | 1,100.00 | 9,900.00 | 1,100.00 | 9,900.00 |
| 0102 | 736-05-02040 | Signal Heads (3 Section, 12" Led Lens, R, RT. Y, RT. G) | 1 | EACH | 1,100.00 | 1,100.00 | 1,100.00 | 1,100.00 |
| 0103 | 736-05-03000 | Signal Heads (4 Section, 12" Led Lens, R, Y, LT. G, G) | 3 | EACH | 1,400.00 | 4,200.00 | 1,500.00 | 4,500.00 |
| 0104 | 736-05-04000 | Signal Heads (5 Section, 12" Led Lens, R, LT. Y, Y, LT. G, G) | 5 | EACH | 1,600.00 | 8,000.00 | 1,700.00 | 8,500.00 |
| 0105 | 736-05-04020 | Signal Heads (5 Section, 12" Led Lens, R, Y, RT. Y, G, RT. G) | 1 | EACH | 1,600.00 | 1,600.00 | 1,625.00 | 1,625.00 |
| 0106 | 736-06-00200 | Signal Service (Pedestal Required) | 5 | EACH | 1,800.00 | 9,000.00 | 1,800.00 | 9,000.00 |
| 0107 | 736-08-00071 | Sig Cntrlr (TS-2, Type 2, w/Eth cap)(Type 6E Cabinet) (F&I) | 5 | EACH | 24,000.00 | 120,000.00 | 25,000.00 | 125,000.00 |
| 0108 | 736-10-00200 | Underground Junction Box (Type E) | 9 | EACH | 500.00 | 4,500.00 | 500.00 | 4,500.00 |
| 0109 | 736-10-00300 | Underground Junction Box (Type F) | 10 | EACH | 510.00 | 5,100.00 | 500.00 | 5,000.00 |
| 0110 | 736-10-00500 | Underground Junction Box (Type H) | 5 | EACH | 1,000.00 | 5,000.00 | 1,000.00 | 5,000.00 |
| 0111 | 736-11-00300 | Conduit (2" HDPE, Schedule 80) | 369 | LNFT | 4.00 | 1,476.00 | 4.00 | 1,476.00 |
| 0112 | 736-11-00400 | Conduit (3" HDPE, Schedule 80) | 778 | LNFT | 8.00 | 6,224.00 | 8.00 | 6,224.00 |
| 0113 | 736-12-02000 | Conductor (3c, 6 gauge / #6 awg) | 711.5 | LNFT | 4.00 | 2,846.00 | 3.50 | 2,490.25 |
| 0114 | 736-12-04000 | Conductor (6c, #14 awg) | 490 | LNFT | 2.60 | 1,274.00 | 2.50 | 1,225.00 |
| 0115 | 736-12-06000 | Conductor (10c, #14 awg) | 3,364 | LNFT | 3.20 | 10,764.80 | 3.50 | 11,774.00 |
| 0116 | 739-01-00100 | Hydro-Seeding | 1.44 | ACRE | 2,500.00 | 3,600.00 | 2,000.00 | 2,880.00 |
| 0117 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 15,000.00 | 15,000.00 |
| 0118 | 805-01-00400 | Class A Concrete (Retaining Walls) | 292.3 | CUYD | 900.00 | 263,070.00 | 1,025.00 | 299,607.50 |
| 0119 | 806-01-00100 | Deformed Reinforcing Steel | 25,056 | LB | 1.00 | 25,056.00 | 1.25 | 31,320.00 |
| 0120 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 1,130 | LNFT | 3.00 | 3,390.00 | 3.00 | 3,390.00 |
| 0121 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 722 | LNFT | 3.00 | 2,166.00 | 3.00 | 2,166.00 |
| 0122 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 1,448 | LNFT | 1.00 | 1,448.00 | 1.00 | 1,448.00 |
| 0123 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,825 | INLF | 1.00 | 1,825.00 | 1.00 | 1,825.00 |
| 0124 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 7,340 | INLF | 1.00 | 7,340.00 | 0.75 | 5,505.00 |
| 0125 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 11,625 | INLF | 1.30 | 15,112.50 | 0.75 | 8,718.75 |
| 0126 | NS-700-00180 | Impact Attenuator (Construction Zone) | 3 | EACH | 5,000.00 | 15,000.00 | 3,000.00 | 9,000.00 |
| 0127 | NS-713-00001 | Dynamic Message Sign Unit | 5 | EACH | 7,500.00 | 37,500.00 | 6,000.00 | 30,000.00 |
| 0128 | NS-736-00001 | GPS | 5 | EACH | 1,000.00 | 5,000.00 | 1,100.00 | 5,500.00 |
| 0129 | NS-736-00005 | Video Detection Cabinet Components | 5 | EACH | 9,000.00 | 45,000.00 | 9,000.00 | 45,000.00 |
| 0130 | NS-736-00006 | Video Detection Camera | 19 | EACH | 2,750.00 | 52,250.00 | 3,000.00 | 57,000.00 |
| 0131 | NS-736-00007 | Video Detection Training | 1 | LUMP | 200.00 | 200.00 | 190.00 | 190.00 |
| 0132 | 202-02-40100 | Removal of Traffic Signal Equipment | 1 | LUMP | 15,000.00 | 15,000.00 | 12,000.00 | 12,000.00 |
| 0133 | 202-02-40120 | Removal of Traffic Detectors and Associated Equipment | 1 | LUMP | 3,000.00 | 3,000.00 | 3,000.00 | 3,000.00 |
| CONTRACTOR TOTAL | 3,204,985.03 | 3,259,848.75 | ||||||