Bid Tabulations
Letting of
06/02/2010
LA DOTD Headquarters
| Lead Project: 455-09-0003 | |
| Parish: Caddo | |
| Routes: I-49 | |
| Description: I-49 NORTH (LA 1 TO LA 173) | |
| Type Const: GRADING; DRAINAGE STRUCTURES; CLASS II BASE COURSE; SLAB SPAN AND PRESTRESSED GIRDER BRIDGES; ALTERNATE AA1, PORTLAND CEMENT CONCRETE PAVEMENT; ALTERNATE AA2, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT; AND RELATED WORK. | |
| Estimated Construction Cost: $58,612,874.48 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $3,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Life Cycle Cost |
Total Bid |
|---|---|---|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $60,723,371.65 | 879 | $1,503,300.00 | $64,863,671.65 |
| 2 | 47577 | T.J. Lambrecht Construction, Inc. | $63,391,928.91 | 790 | $1,503,300.00 | $67,265,228.91 |
| 3 | 39462 | JB James Construction LLC | $63,746,259.08 | 800 | $1,503,300.00 | $67,649,559.08 |
| 4 | 42076 | Austin Bridge & Road, Lp | $64,122,200.00 | 850 | $1,503,300.00 | $68,175,500.00 |
| 5 | 36374 | Best-Yet Builders, LLC | $67,774,156.77 | 815 | $1,503,300.00 | $71,722,456.77 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $67,981,696.81 | 800 | $1,503,300.00 | $71,884,996.81 |
| 12370 | Hill Brothers Construction Co., Inc | IRREGULAR | IRREGULAR | IRREGULAR | IRREGULAR |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - T.J. Lambrecht Construction, Inc. |
- 3 - JB James Construction LLC |
- 4 - Austin Bridge & Road, Lp |
||||
| 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 | 1,000,000.00 | 1,000,000.00 | 3,173,000.00 | 3,173,000.00 | 1,500,000.00 | 1,500,000.00 | 4,570,000.00 | 4,570,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 127,000.00 | 127,000.00 | 164,996.20 | 164,996.20 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-00010 | Removal of Above Ground Swimming Pool w/Deck (Lt. Sta. 121+40) | 1 | EACH | 0.01 | 0.01 | 784.77 | 784.77 | 1.00 | 1.00 | 1,100.00 | 1,100.00 |
| 0004 | 202-02-00010 | Removal of Brick Veneer House on Slab (Lt. Sta. 121+00, 2816 Sq. Ft.) | 1 | EACH | 250.00 | 250.00 | 4,001.79 | 4,001.79 | 1.00 | 1.00 | 7,000.00 | 7,000.00 |
| 0005 | 202-02-00010 | Removal of Metal Pump House on Pier (Lt. Sta. 122+00, 36 Sq. Ft.) | 1 | EACH | 250.00 | 250.00 | 130.81 | 130.81 | 1.00 | 1.00 | 800.00 | 800.00 |
| 0006 | 202-02-00010 | Removal of Metal Storage Shed on Dirt (Lt. Sta. 174+00, 208 Sq. Ft.) | 1 | EACH | 0.01 | 0.01 | 261.60 | 261.60 | 1.00 | 1.00 | 800.00 | 800.00 |
| 0007 | 202-02-00010 | Removal of Wood Frame Garage on Dirt (Rt. Sta. 122+05, 500 Sq. Ft.) | 1 | EACH | 0.01 | 0.01 | 523.17 | 523.17 | 1.00 | 1.00 | 1,200.00 | 1,200.00 |
| 0008 | 202-02-00010 | Removal of Brick Veneer House on Slab (Lt. Sta. 121+60, 1300 Sq. Ft.) | 1 | EACH | 250.00 | 250.00 | 4,001.79 | 4,001.79 | 1.00 | 1.00 | 5,200.00 | 5,200.00 |
| 0009 | 202-02-00010 | Removal of Metal Pump House on Dirt (Rt. Sta. 122+00, 22 Sq. Ft.) | 1 | EACH | 0.01 | 0.01 | 130.81 | 130.81 | 1.00 | 1.00 | 900.00 | 900.00 |
| 0010 | 202-02-00010 | Removal of Metal Storage Building on Pier (Lt. Sta. 122+00, 30 Sq. Ft.) | 1 | EACH | 0.01 | 0.01 | 130.81 | 130.81 | 1.00 | 1.00 | 800.00 | 800.00 |
| 0011 | 202-02-00010 | Removal of Above Ground Swimming Pool w/Deck (Rt. Sta. 121+00, 18 x 32 x 4) | 1 | EACH | 0.01 | 0.01 | 784.77 | 784.77 | 1.00 | 1.00 | 1,300.00 | 1,300.00 |
| 0012 | 202-02-00010 | Removal of Wood Frame Garage on Slab (Rt. Sta. 122+00, 720 Sq. Ft.) | 1 | EACH | 0.01 | 0.01 | 784.77 | 784.77 | 1.00 | 1.00 | 1,300.00 | 1,300.00 |
| 0013 | 202-02-00010 | Removal of Wood Frame Shop Building on Slab (Lt. Sta. 108+50, 2743 Sq. Ft.) | 1 | EACH | 2,200.00 | 2,200.00 | 4,001.79 | 4,001.79 | 1.00 | 1.00 | 5,000.00 | 5,000.00 |
| 0014 | 202-02-00010 | Removal of Above Ground Swimming Pool w/Deck (Lt. Sta. 109+15, 20 x 32) | 1 | EACH | 0.01 | 0.01 | 784.77 | 784.77 | 1.00 | 1.00 | 1,100.00 | 1,100.00 |
| 0015 | 202-02-00010 | Removal of Brick Veneer House on Slab (Rt. Sta. 120+65, 2000 Sq. Ft.) | 1 | EACH | 500.00 | 500.00 | 4,001.79 | 4,001.79 | 1.00 | 1.00 | 6,500.00 | 6,500.00 |
| 0016 | 202-02-00010 | Removal of Wood Frame Shed on Slab (Rt. Sta. 100+50, 16 Sq. Ft.) | 1 | EACH | 0.01 | 0.01 | 130.81 | 130.81 | 1.00 | 1.00 | 800.00 | 800.00 |
| 0017 | 202-02-00010 | Removal of Masonry Storage Building on Slab (Rt. Sta. 31+50, 49 Sq. Ft.) | 1 | EACH | 0.01 | 0.01 | 130.81 | 130.81 | 1.00 | 1.00 | 1,000.00 | 1,000.00 |
| 0018 | 202-02-00010 | Removal of Brick Veneer House on Slab (Rt. Sta. 31+40, 1461 Sq. Ft.) | 1 | EACH | 4,000.00 | 4,000.00 | 4,001.79 | 4,001.79 | 1.00 | 1.00 | 5,500.00 | 5,500.00 |
| 0019 | 202-02-00010 | Removal of Brick Veneer House on Slab (Rt. Sta. 100+50, 1634 Sq. Ft.) | 1 | EACH | 0.01 | 0.01 | 4,001.79 | 4,001.79 | 1.00 | 1.00 | 6,000.00 | 6,000.00 |
| 0020 | 202-02-00010 | Removal of Wood Frame Storage Building on Dirt (Lt. Sta. 110+50, 200 Sq. Ft.) | 1 | EACH | 0.01 | 0.01 | 261.60 | 261.60 | 1.00 | 1.00 | 1,500.00 | 1,500.00 |
| 0021 | 202-02-38500 | Removal of Surfacing and Stablized Base | 21,895.8 | SQYD | 4.00 | 87,583.20 | 3.21 | 70,285.52 | 3.65 | 79,919.67 | 2.50 | 54,739.50 |
| 0022 | 202-07-00100 | Plugging Existing Water Wells | 3 | EACH | 2,500.00 | 7,500.00 | 1,650.04 | 4,950.12 | 3,000.00 | 9,000.00 | 1,500.00 | 4,500.00 |
| 0023 | 203-01-00100 | General Excavation | 886,436 | CUYD | 1.75 | 1,551,263.00 | 2.30 | 2,038,802.80 | 1.80 | 1,595,584.80 | 2.00 | 1,772,872.00 |
| 0024 | 203-02-00100 | Drainage Excavation | 17,972 | CUYD | 11.50 | 206,678.00 | 6.46 | 116,099.12 | 5.00 | 89,860.00 | 6.00 | 107,832.00 |
| 0025 | 203-03-00100 | Embankment | 2,422,899 | CUYD | 4.30 | 10,418,465.70 | 4.88 | 11,823,747.12 | 5.50 | 13,325,944.50 | 4.55 | 11,024,190.45 |
| 0026 | 203-04-00300 | Nonplastic Embankment (Stone) | 241 | CUYD | 375.00 | 90,375.00 | 135.52 | 32,660.32 | 110.00 | 26,510.00 | 190.00 | 45,790.00 |
| 0027 | 204-02-00100 | Temporary Hay or Straw Bales | 91 | EACH | 20.00 | 1,820.00 | 10.00 | 910.00 | 10.00 | 910.00 | 15.00 | 1,365.00 |
| 0028 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 159 | EACH | 115.00 | 18,285.00 | 95.00 | 15,105.00 | 100.00 | 15,900.00 | 100.00 | 15,900.00 |
| 0029 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 111 | EACH | 325.00 | 36,075.00 | 516.58 | 57,340.38 | 700.00 | 77,700.00 | 550.00 | 61,050.00 |
| 0030 | 204-06-00100 | Temporary Silt Fencing | 74,365 | LNFT | 3.00 | 223,095.00 | 1.39 | 103,367.35 | 1.60 | 118,984.00 | 1.50 | 111,547.50 |
| 0031 | 204-07-00100 | Temporary Stone Construction Entrance | 3 | EACH | 5,000.00 | 15,000.00 | 2,655.86 | 7,967.58 | 3,000.00 | 9,000.00 | 1,000.00 | 3,000.00 |
| 0032 | 302-01-00200 | Class II Base Course (Soil Cement) | 2,412.4 | CUYD | 45.00 | 108,558.00 | 40.50 | 97,702.20 | 40.00 | 96,496.00 | 115.00 | 277,426.00 |
| 0033 | 302-02-01040 | Class II Base Course (4" Thick) (Stone) | 38,948.7 | SQYD | 11.00 | 428,435.70 | 7.95 | 309,642.17 | 8.50 | 331,063.95 | 9.00 | 350,538.30 |
| 0034 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 181,140.2 | SQYD | 11.00 | 1,992,542.20 | 9.69 | 1,755,248.54 | 10.00 | 1,811,402.00 | 5.75 | 1,041,556.15 |
| 0035 | 302-02-01560 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete) | 917.8 | SQYD | 14.00 | 12,849.20 | 15.15 | 13,904.67 | 14.00 | 12,849.20 | 11.00 | 10,095.80 |
| 0036 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 295,399.5 | SQYD | 6.00 | 1,772,397.00 | 5.26 | 1,553,801.37 | 6.00 | 1,772,397.00 | 5.00 | 1,476,997.50 |
| 0037 | 302-02-02560 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete) | 76,013.6 | SQYD | 15.00 | 1,140,204.00 | 13.37 | 1,016,301.83 | 9.00 | 684,122.40 | 12.50 | 950,170.00 |
| 0038 | 302-02-04500 | Class II Base Course (9" Thick) (Stone or Recycled Portland Cement Concrete) | 557.2 | SQYD | 20.00 | 11,144.00 | 22.09 | 12,308.55 | 23.00 | 12,815.60 | 20.00 | 11,144.00 |
| 0039 | 305-01-04000 | Subgrade Layer (12" Thick) | 260,016 | SQYD | 6.00 | 1,560,096.00 | 8.47 | 2,202,335.52 | 7.00 | 1,820,112.00 | 9.00 | 2,340,144.00 |
| 0040 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 140.5 | CUYD | 100.00 | 14,050.00 | 68.26 | 9,590.53 | 100.00 | 14,050.00 | 110.00 | 15,455.00 |
| 0041 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 30.00 | 6,000.00 | 48.32 | 9,664.00 | 90.00 | 18,000.00 | 75.00 | 15,000.00 |
| 0042 | 502-01-00100 | Superpave Asphaltic Concrete | 64.2 | TON | 200.00 | 12,840.00 | 200.00 | 12,840.00 | 200.00 | 12,840.00 | 250.00 | 16,050.00 |
| 0043 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) (Type 3 Joints) | 326 | LNFT | 70.00 | 22,820.00 | 111.78 | 36,440.28 | 68.00 | 22,168.00 | 120.00 | 39,120.00 |
| 0044 | 701-01-01020 | Cross Drain Pipe (30" RCP/PP) (Type 3 Joints) | 598 | LNFT | 80.00 | 47,840.00 | 122.94 | 73,518.12 | 78.00 | 46,644.00 | 132.00 | 78,936.00 |
| 0045 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 200 | LNFT | 45.00 | 9,000.00 | 49.38 | 9,876.00 | 60.00 | 12,000.00 | 54.00 | 10,800.00 |
| 0046 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 830 | LNFT | 60.00 | 49,800.00 | 59.52 | 49,401.60 | 63.00 | 52,290.00 | 65.00 | 53,950.00 |
| 0047 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 148 | LNFT | 75.00 | 11,100.00 | 71.88 | 10,638.24 | 82.00 | 12,136.00 | 78.00 | 11,544.00 |
| 0048 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 459 | LNFT | 110.00 | 50,490.00 | 84.76 | 38,904.84 | 95.00 | 43,605.00 | 92.00 | 42,228.00 |
| 0049 | 701-03-01120 | Storm Drain Pipe (54" RCP) | 595 | LNFT | 200.00 | 119,000.00 | 170.36 | 101,364.20 | 170.00 | 101,150.00 | 185.00 | 110,075.00 |
| 0050 | 701-03-01140 | Storm Drain Pipe (60" RCP) | 427 | LNFT | 235.00 | 100,345.00 | 192.31 | 82,116.37 | 200.00 | 85,400.00 | 210.00 | 89,670.00 |
| 0051 | 701-03-01200 | Storm Drain Pipe (96" RCP) | 402 | LNFT | 465.00 | 186,930.00 | 380.00 | 152,760.00 | 420.00 | 168,840.00 | 410.00 | 164,820.00 |
| 0052 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) (Type 1 Joints) | 578 | LNFT | 46.00 | 26,588.00 | 51.54 | 29,790.12 | 54.00 | 31,212.00 | 56.00 | 32,368.00 |
| 0053 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) (Type 1 Joints) | 270 | LNFT | 55.00 | 14,850.00 | 59.51 | 16,067.70 | 68.00 | 18,360.00 | 65.00 | 17,550.00 |
| 0054 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 68 | LNFT | 75.00 | 5,100.00 | 71.88 | 4,887.84 | 70.00 | 4,760.00 | 80.00 | 5,440.00 |
| 0055 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 126 | LNFT | 110.00 | 13,860.00 | 86.76 | 10,931.76 | 80.00 | 10,080.00 | 95.00 | 11,970.00 |
| 0056 | 702-02-00100 | Manholes (MH-06) | 1 | EACH | 4,550.00 | 4,550.00 | 5,658.00 | 5,658.00 | 7,000.00 | 7,000.00 | 7,000.00 | 7,000.00 |
| 0057 | 702-03-00100 | Catch Basins (CB-01) | 9 | EACH | 3,515.00 | 31,635.00 | 4,248.00 | 38,232.00 | 2,500.00 | 22,500.00 | 5,000.00 | 45,000.00 |
| 0058 | 702-03-00200 | Catch Basins (CB-02) | 3 | EACH | 5,390.00 | 16,170.00 | 4,650.00 | 13,950.00 | 5,500.00 | 16,500.00 | 5,500.00 | 16,500.00 |
| 0059 | 703-01-00100 | Shoulder Underdrain Systems | 7,673 | LNFT | 10.00 | 76,730.00 | 9.41 | 72,202.93 | 8.50 | 65,220.50 | 12.50 | 95,912.50 |
| 0060 | 704-03-00100 | Blocked Out Guard Rail | 2,437.5 | LNFT | 16.50 | 40,218.75 | 16.50 | 40,218.75 | 17.00 | 41,437.50 | 17.00 | 41,437.50 |
| 0061 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 660 | LNFT | 54.00 | 35,640.00 | 54.00 | 35,640.00 | 54.00 | 35,640.00 | 55.00 | 36,300.00 |
| 0062 | 704-11-00100 | Guard Rail End Treatment (Flared) | 22 | EACH | 1,950.00 | 42,900.00 | 1,950.00 | 42,900.00 | 2,000.00 | 44,000.00 | 2,000.00 | 44,000.00 |
| 0063 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 2 | EACH | 4,500.00 | 9,000.00 | 4,500.00 | 9,000.00 | 4,500.00 | 9,000.00 | 5,000.00 | 10,000.00 |
| 0064 | 705-01-00100 | Barbed Wire Fence | 848 | LNFT | 5.00 | 4,240.00 | 2.50 | 2,120.00 | 3.00 | 2,544.00 | 5.10 | 4,324.80 |
| 0065 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 57,733 | LNFT | 5.50 | 317,531.50 | 3.35 | 193,405.55 | 3.50 | 202,065.50 | 5.25 | 303,098.25 |
| 0066 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 575.00 | 1,150.00 | 500.00 | 1,000.00 | 500.00 | 1,000.00 | 600.00 | 1,200.00 |
| 0067 | 705-05-00100 | Double Swinging Driveway Gates | 2 | DBGT | 750.00 | 1,500.00 | 850.00 | 1,700.00 | 900.00 | 1,800.00 | 800.00 | 1,600.00 |
| 0068 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 291 | LNFT | 22.50 | 6,547.50 | 10.00 | 2,910.00 | 22.00 | 6,402.00 | 25.00 | 7,275.00 |
| 0069 | 706-02-00200 | Concrete Drive (6" Thick) | 482.3 | SQYD | 45.00 | 21,703.50 | 39.00 | 18,809.70 | 48.00 | 23,150.40 | 36.00 | 17,362.80 |
| 0070 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 6,469.8 | SQYD | 30.00 | 194,094.00 | 27.00 | 174,684.60 | 43.00 | 278,201.40 | 28.50 | 184,389.30 |
| 0071 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,496.4 | SQYD | 40.00 | 59,856.00 | 35.23 | 52,718.17 | 52.00 | 77,812.80 | 36.00 | 53,870.40 |
| 0072 | 708-01-00100 | Right-of-Way Monument | 111 | EACH | 150.00 | 16,650.00 | 140.00 | 15,540.00 | 100.00 | 11,100.00 | 150.00 | 16,650.00 |
| 0073 | 708-02-00100 | Right-of-Way Monument Witness Post | 111 | EACH | 125.00 | 13,875.00 | 50.00 | 5,550.00 | 100.00 | 11,100.00 | 50.00 | 5,550.00 |
| 0074 | 709-01-00100 | Steel Cattle Guard | 2 | EACH | 15,000.00 | 30,000.00 | 13,500.00 | 27,000.00 | 12,000.00 | 24,000.00 | 3,500.00 | 7,000.00 |
| 0075 | 711-01-02020 | Riprap (10 lb, 12" Thick) | 75 | SQYD | 37.00 | 2,775.00 | 73.14 | 5,485.50 | 75.00 | 5,625.00 | 120.00 | 9,000.00 |
| 0076 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 2,000 | SQYD | 56.00 | 112,000.00 | 60.27 | 120,540.00 | 55.00 | 110,000.00 | 85.00 | 170,000.00 |
| 0077 | 711-04-00100 | Geotextile Fabric | 3,210 | SQYD | 2.00 | 6,420.00 | 3.73 | 11,973.30 | 2.50 | 8,025.00 | 2.15 | 6,901.50 |
| 0078 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 3,290 | SQYD | 40.00 | 131,600.00 | 62.00 | 203,980.00 | 58.00 | 190,820.00 | 43.00 | 141,470.00 |
| 0079 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) (Paved Ditch) | 955 | SQYD | 76.00 | 72,580.00 | 96.27 | 91,937.85 | 46.00 | 43,930.00 | 45.00 | 42,975.00 |
| 0080 | 712-04-00100 | Flexible Revetment | 1,050 | SQYD | 74.00 | 77,700.00 | 53.00 | 55,650.00 | 50.00 | 52,500.00 | 83.00 | 87,150.00 |
| 0081 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 75,000.00 | 75,000.00 | 135,120.37 | 135,120.37 | 190,000.00 | 190,000.00 | 100,000.00 | 100,000.00 |
| 0082 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 6.216 | MILE | 5,500.00 | 34,188.00 | 5,689.23 | 35,364.25 | 5,500.00 | 34,188.00 | 7,600.00 | 47,241.60 |
| 0083 | 716-01-00100 | Mulch (Vegetative) | 867.8 | TON | 425.00 | 368,815.00 | 425.00 | 368,815.00 | 430.00 | 373,154.00 | 440.00 | 381,832.00 |
| 0084 | 717-01-00100 | Seeding | 12,993 | LB | 8.00 | 103,944.00 | 7.90 | 102,644.70 | 8.00 | 103,944.00 | 8.00 | 103,944.00 |
| 0085 | 718-01-00100 | Fertilizer | 435,890 | LB | 0.40 | 174,356.00 | 0.40 | 174,356.00 | 0.40 | 174,356.00 | 0.45 | 196,150.50 |
| 0086 | 718-02-00100 | Agricultural Lime | 16.6 | TON | 200.00 | 3,320.00 | 200.00 | 3,320.00 | 200.00 | 3,320.00 | 210.00 | 3,486.00 |
| 0087 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 36,445 | SQYD | 1.10 | 40,089.50 | 1.10 | 40,089.50 | 1.10 | 40,089.50 | 1.15 | 41,911.75 |
| 0088 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 555 | SQYD | 1.60 | 888.00 | 1.60 | 888.00 | 1.60 | 888.00 | 1.65 | 915.75 |
| 0089 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 4,561 | SQYD | 1.60 | 7,297.60 | 1.60 | 7,297.60 | 1.60 | 7,297.60 | 1.70 | 7,753.70 |
| 0090 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 30,000.00 | 30,000.00 | 23,650.59 | 23,650.59 | 48,000.00 | 48,000.00 | 75,000.00 | 75,000.00 |
| 0091 | 725-01-00100 | Temporary Detour Roads | 4,054.7 | SQYD | 57.00 | 231,117.90 | 40.22 | 163,080.03 | 50.00 | 202,735.00 | 60.00 | 243,282.00 |
| 0092 | 726-01-00100 | Bedding Material | 649.4 | CUYD | 57.00 | 37,015.80 | 68.48 | 44,470.91 | 100.00 | 64,940.00 | 90.00 | 58,446.00 |
| 0093 | 727-01-00100 | Mobilization | 1 | LUMP | 4,050,000.00 | 4,050,000.00 | 5,004,000.00 | 5,004,000.00 | 6,000,000.00 | 6,000,000.00 | 4,500,000.00 | 4,500,000.00 |
| 0094 | 729-01-00100 | Sign (Type A) | 576.3 | SQFT | 19.00 | 10,949.70 | 19.17 | 11,047.67 | 20.00 | 11,526.00 | 20.00 | 11,526.00 |
| 0095 | 729-04-00100 | Sign (Type D) | 1,197.5 | SQFT | 24.00 | 28,740.00 | 24.22 | 29,003.45 | 24.00 | 28,740.00 | 25.00 | 29,937.50 |
| 0096 | 729-05-00100 | Sign (Type E) | 100 | SQFT | 30.00 | 3,000.00 | 30.27 | 3,027.00 | 30.00 | 3,000.00 | 31.00 | 3,100.00 |
| 0097 | 729-06-00100 | Sign (Overhead Mounted) | 136.5 | SQFT | 27.00 | 3,685.50 | 27.24 | 3,718.26 | 27.00 | 3,685.50 | 30.00 | 4,095.00 |
| 0098 | 729-08-00100 | Mounting (2 1/2" Size Post) | 18 | EACH | 765.00 | 13,770.00 | 771.92 | 13,894.56 | 770.00 | 13,860.00 | 775.00 | 13,950.00 |
| 0099 | 729-08-00200 | Mounting (3 1/2" Size Post) | 20 | EACH | 900.00 | 18,000.00 | 908.15 | 18,163.00 | 900.00 | 18,000.00 | 925.00 | 18,500.00 |
| 0100 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 14 | EACH | 950.00 | 13,300.00 | 958.60 | 13,420.40 | 950.00 | 13,300.00 | 970.00 | 13,580.00 |
| 0101 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 4 | EACH | 1,450.00 | 5,800.00 | 1,463.12 | 5,852.48 | 1,450.00 | 5,800.00 | 1,500.00 | 6,000.00 |
| 0102 | 729-08-00800 | Mounting (W8 x 24 Size Post) | 3 | EACH | 1,775.00 | 5,325.00 | 1,791.07 | 5,373.21 | 1,800.00 | 5,400.00 | 2,000.00 | 6,000.00 |
| 0103 | 729-08-00900 | Mounting (W10 x 33 Size Post) | 4 | EACH | 2,400.00 | 9,600.00 | 2,421.72 | 9,686.88 | 2,400.00 | 9,600.00 | 2,700.00 | 10,800.00 |
| 0104 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 2 | EACH | 6,000.00 | 12,000.00 | 6,054.31 | 12,108.62 | 6,000.00 | 12,000.00 | 6,500.00 | 13,000.00 |
| 0105 | 729-16-00200 | Object Marker Assembly (Type 2) | 32 | EACH | 62.00 | 1,984.00 | 62.00 | 1,984.00 | 65.00 | 2,080.00 | 65.00 | 2,080.00 |
| 0106 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 70.00 | 1,680.00 | 70.00 | 1,680.00 | 70.00 | 1,680.00 | 75.00 | 1,800.00 |
| 0107 | 729-17-00100 | Milepost Assembly (Ground Mounted) | 12 | EACH | 320.00 | 3,840.00 | 322.90 | 3,874.80 | 320.00 | 3,840.00 | 340.00 | 4,080.00 |
| 0108 | 729-19-00100 | Dead End Road Installations (Type A) | 2 | EACH | 1,200.00 | 2,400.00 | 1,210.86 | 2,421.72 | 1,200.00 | 2,400.00 | 1,300.00 | 2,600.00 |
| 0109 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 1,256 | EACH | 10.00 | 12,560.00 | 10.34 | 12,987.04 | 10.00 | 12,560.00 | 10.00 | 12,560.00 |
| 0110 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,809 | EACH | 5.00 | 14,045.00 | 5.17 | 14,522.53 | 5.00 | 14,045.00 | 5.25 | 14,747.25 |
| 0111 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 2,118 | LNFT | 3.00 | 6,354.00 | 3.10 | 6,565.80 | 3.00 | 6,354.00 | 4.50 | 9,531.00 |
| 0112 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 31.179 | MILE | 2,400.00 | 74,829.60 | 2,480.98 | 77,354.48 | 2,400.00 | 74,829.60 | 2,500.00 | 77,947.50 |
| 0113 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.526 | MILE | 4,250.00 | 2,235.50 | 4,445.08 | 2,338.11 | 4,400.00 | 2,314.40 | 6,500.00 | 3,419.00 |
| 0114 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 4 | EACH | 180.00 | 720.00 | 186.07 | 744.28 | 180.00 | 720.00 | 215.00 | 860.00 |
| 0115 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 2 | EACH | 190.00 | 380.00 | 196.41 | 392.82 | 200.00 | 400.00 | 225.00 | 450.00 |
| 0116 | 735-01-00100 | Mailboxes | 15 | EACH | 10.00 | 150.00 | 13.12 | 196.80 | 1.00 | 15.00 | 135.00 | 2,025.00 |
| 0117 | 735-02-00100 | Mailbox Supports (Single) | 15 | EACH | 125.00 | 1,875.00 | 133.19 | 1,997.85 | 150.00 | 2,250.00 | 150.00 | 2,250.00 |
| 0118 | 740-01-00100 | Construction Layout | 1 | LUMP | 500,000.00 | 500,000.00 | 375,389.37 | 375,389.37 | 400,000.00 | 400,000.00 | 700,000.00 | 700,000.00 |
| 0119 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 131.72 | CUYD | 875.00 | 115,255.00 | 947.10 | 124,752.01 | 700.00 | 92,204.00 | 1,100.00 | 144,892.00 |
| 0120 | 805-01-00700 | Class A Concrete (Bents) | 3,349.13 | CUYD | 525.00 | 1,758,293.25 | 570.00 | 1,909,004.10 | 550.00 | 1,842,021.50 | 550.00 | 1,842,021.50 |
| 0121 | 805-03-00100 | Class AA Concrete | 972.75 | CUYD | 425.00 | 413,418.75 | 570.00 | 554,467.50 | 550.00 | 535,012.50 | 450.00 | 437,737.50 |
| 0122 | 805-04-00100 | Class AA(M) Concrete | 6,563.76 | CUYD | 500.00 | 3,281,880.00 | 250.00 | 1,640,940.00 | 300.00 | 1,969,128.00 | 485.00 | 3,183,423.60 |
| 0123 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 22,322.6 | LNFT | 100.00 | 2,232,260.00 | 110.00 | 2,455,486.00 | 110.00 | 2,455,486.00 | 100.00 | 2,232,260.00 |
| 0124 | 805-08-00700 | Precast-Prestressed Concrete Girder (Type BT-72) | 2,490.3 | LNFT | 150.00 | 373,545.00 | 170.00 | 423,351.00 | 160.00 | 398,448.00 | 145.00 | 361,093.50 |
| 0125 | 805-11-00100 | Strip Seal Joints | 1,113.68 | LNFT | 120.00 | 133,641.60 | 165.00 | 183,757.20 | 160.00 | 178,188.80 | 160.00 | 178,188.80 |
| 0127 | 806-01-00100 | Deformed Reinforcing Steel | 1,127,906 | LB | 0.80 | 902,324.80 | 0.78 | 879,766.68 | 0.78 | 879,766.68 | 0.65 | 733,138.90 |
| 0128 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 2,130,723 | LB | 0.90 | 1,917,650.70 | 0.86 | 1,832,421.78 | 0.86 | 1,832,421.78 | 0.80 | 1,704,578.40 |
| 0129 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 1,625,000.00 | 1,625,000.00 | 2,200,000.00 | 2,200,000.00 | 1,400,000.00 | 1,400,000.00 | 1,350,000.00 | 1,350,000.00 |
| 0130 | 810-01-00100 | Concrete Railing (Standard Barrier) | 8,446.66 | LNFT | 38.00 | 320,973.08 | 60.00 | 506,799.60 | 55.00 | 464,566.30 | 42.00 | 354,759.72 |
| 0131 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 3,565 | LNFT | 45.00 | 160,425.00 | 62.00 | 221,030.00 | 57.00 | 203,205.00 | 45.00 | 160,425.00 |
| 0132 | 813-01-00100 | Concrete Approach Slabs | 3,339.3 | SQYD | 170.00 | 567,681.00 | 200.00 | 667,860.00 | 200.00 | 667,860.00 | 135.00 | 450,805.50 |
| 0133 | 814-01-00200 | Drilled Shaft (24" Diameter) | 680 | LNFT | 215.00 | 146,200.00 | 200.00 | 136,000.00 | 200.00 | 136,000.00 | 220.00 | 149,600.00 |
| 0134 | 814-01-00650 | Drilled Shaft (54" Diameter) | 195 | LNFT | 360.00 | 70,200.00 | 370.00 | 72,150.00 | 360.00 | 70,200.00 | 350.00 | 68,250.00 |
| 0135 | 814-01-00700 | Drilled Shaft (60" Diameter) | 375 | LNFT | 380.00 | 142,500.00 | 390.00 | 146,250.00 | 380.00 | 142,500.00 | 360.00 | 135,000.00 |
| 0136 | 814-01-00800 | Drilled Shaft (66" Diameter) | 10,440 | LNFT | 410.00 | 4,280,400.00 | 390.00 | 4,071,600.00 | 380.00 | 3,967,200.00 | 375.00 | 3,915,000.00 |
| 0137 | 814-02-00800 | Trial Shaft (66" Diameter) | 95 | LNFT | 430.00 | 40,850.00 | 360.00 | 34,200.00 | 360.00 | 34,200.00 | 400.00 | 38,000.00 |
| 0138 | 814-03-00800 | Permanent Casing (66" Diameter) | 100 | LNFT | 200.00 | 20,000.00 | 350.00 | 35,000.00 | 350.00 | 35,000.00 | 220.00 | 22,000.00 |
| 0139 | 814-04-00650 | Crosshole Sonic Logging (54" Diameter) | 6 | EACH | 3,200.00 | 19,200.00 | 1,500.00 | 9,000.00 | 1,500.00 | 9,000.00 | 1,050.00 | 6,300.00 |
| 0140 | 814-04-00700 | Crosshole Sonic Logging (60" Diameter) | 9 | EACH | 3,200.00 | 28,800.00 | 1,500.00 | 13,500.00 | 1,500.00 | 13,500.00 | 1,050.00 | 9,450.00 |
| 0141 | 814-04-00800 | Crosshole Sonic Logging (66" Diameter) | 170 | EACH | 3,200.00 | 544,000.00 | 1,500.00 | 255,000.00 | 1,500.00 | 255,000.00 | 1,050.00 | 178,500.00 |
| 0142 | NS-800-00060 | Deck Drainage System | 1 | LUMP | 38,000.00 | 38,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 33,000.00 | 33,000.00 |
| 0143 | NS-800-00100 | Load Testing a Drilled Shaft | 4 | EACH | 90,000.00 | 360,000.00 | 100,000.00 | 400,000.00 | 100,000.00 | 400,000.00 | 26,000.00 | 104,000.00 |
| 0144 | NS-800-00120 | Pier Protection System (Vehicle) | 4 | EACH | 50,000.00 | 200,000.00 | 40,000.00 | 160,000.00 | 40,000.00 | 160,000.00 | 63,000.00 | 252,000.00 |
| 0145 | NS-800-00140 | Test Drilled Shaft 66" Diameter | 4 | EACH | 55,000.00 | 220,000.00 | 50,000.00 | 200,000.00 | 50,000.00 | 200,000.00 | 28,000.00 | 112,000.00 |
| 0165 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 565.2 | CUYD | 80.00 | 45,216.00 | 70.02 | 39,575.30 | 80.00 | 45,216.00 | 80.00 | 45,216.00 |
| 0166 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 1,135 | SQYD | 77.00 | 87,395.00 | 82.70 | 93,864.50 | 90.00 | 102,150.00 | 115.00 | 130,525.00 |
| 0167 | 805-12-26000 | Reinforced Concrete Box Culverts (10' x 10') (Precast) | 1,932 | LNFT | 540.00 | 1,043,280.00 | 680.00 | 1,313,760.00 | 750.00 | 1,449,000.00 | 750.00 | 1,449,000.00 |
| 0168 | NS-MSC-00120 | Drainage Structure (MANHOLE) (MH-12.5' x 9') | 1 | EACH | 8,550.00 | 8,550.00 | 10,578.50 | 10,578.50 | 12,000.00 | 12,000.00 | 12,657.37 | 12,657.37 |
| 0169 | 703-02-00100 | Shoulder Outlet Underdrains | 32 | EACH | 650.00 | 20,800.00 | 465.52 | 14,896.64 | 400.00 | 12,800.00 | 250.00 | 8,000.00 |
| SUBTOTAL GENERAL | 49,855,490 | 53,866,777 | 53,328,884 | 52,926,226 | ||||||||
| Alternate AA1 | ||||||||||||
| 0146 | 502-01-00100 | Superpave Asphaltic Concrete | 7,371.2 | TON | 115.00 | 847,688.00 | 115.00 | 847,688.00 | 120.00 | 884,544.00 | 120.00 | 884,544.00 |
| 0147 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 830.8 | TON | 200.00 | 166,160.00 | 200.00 | 166,160.00 | 200.00 | 166,160.00 | 210.00 | 174,468.00 |
| 0148 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 180,217.8 | SQYD | 45.00 | 8,109,801.00 | 36.00 | 6,487,840.80 | 40.00 | 7,208,712.00 | 43.95 | 7,920,572.31 |
| 0149 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 284 | EACH | 80.00 | 22,720.00 | 80.00 | 22,720.00 | 80.00 | 22,720.00 | 115.00 | 32,660.00 |
| 0150 | 707-01-00300 | Concrete Curb (Mountable) | 1,169.7 | LNFT | 20.00 | 23,394.00 | 7.00 | 8,187.90 | 16.00 | 18,715.20 | 4.00 | 4,678.80 |
| 0151 | 707-03-00100 | Combination Concrete Curb and Gutter | 5,639.9 | LNFT | 18.00 | 101,518.20 | 14.75 | 83,188.53 | 23.00 | 129,717.70 | 12.50 | 70,498.75 |
| 0152 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.776 | MILE | 800.00 | 620.80 | 827.00 | 641.75 | 800.00 | 620.80 | 850.00 | 659.60 |
| 0153 | 732-03-03000 | Plastic Pavement Striping (Broken Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 11.72 | MILE | 3,000.00 | 35,160.00 | 3,049.53 | 35,740.49 | 3,000.00 | 35,160.00 | 400.00 | 4,688.00 |
| 0154 | NS-DEV-60302 | NS Roller Compacted Concrete (RCC) Pavement (8" Thick) | 78,041 | SQYD | 20.00 | 1,560,820.00 | 24.00 | 1,872,984.00 | 25.00 | 1,951,025.00 | 26.95 | 2,103,204.95 |
| SUBTOTAL ALT AA1 | 10,867,882 | 9,525,151 | 10,417,375 | 11,195,974 | ||||||||
| Alternate AA2 | ||||||||||||
| 0155 | 502-01-00100 | Superpave Asphaltic Concrete | 148,821.8 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0156 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,516.1 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0157 | 707-03-00100 | Combination Concrete Curb and Gutter | 6,809.6 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0158 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 12.496 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0159 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 20.8 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT AA2 | 0.00 | 0.00 | 0.00 | 0.00 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 60,723,371.65 | 63,391,928.91 | 63,746,259.08 | 64,122,200.00 | ||||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 2,637,000.00 | 2,370,000.00 | 2,400,000.00 | 2,550,000.00 | ||||||||
| LIFE CYCLE COST | 1,503,300.00 | 1,503,300.00 | 1,503,300.00 | 1,503,300.00 | ||||||||
| TOTAL BID | 64,863,671.65 | 67,265,228.91 | 67,649,559.08 | 68,175,500.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Best-Yet Builders, LLC |
- 6 - Gilchrist Construction Co. LLC |
Hill Brothers Construction Co., Inc |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 508,000.00 | 508,000.00 | 1,300,000.00 | 1,300,000.00 | 3,000,000.00 | 3,000,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 225,000.00 | 225,000.00 | 95,000.00 | 95,000.00 | 300,000.00 | 300,000.00 |
| 0003 | 202-02-00010 | Removal of Above Ground Swimming Pool w/Deck (Lt. Sta. 121+40) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0004 | 202-02-00010 | Removal of Brick Veneer House on Slab (Lt. Sta. 121+00, 2816 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1,200.00 | 1,200.00 |
| 0005 | 202-02-00010 | Removal of Metal Pump House on Pier (Lt. Sta. 122+00, 36 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0006 | 202-02-00010 | Removal of Metal Storage Shed on Dirt (Lt. Sta. 174+00, 208 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1,200.00 | 1,200.00 |
| 0007 | 202-02-00010 | Removal of Wood Frame Garage on Dirt (Rt. Sta. 122+05, 500 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0008 | 202-02-00010 | Removal of Brick Veneer House on Slab (Lt. Sta. 121+60, 1300 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 600.00 | 600.00 |
| 0009 | 202-02-00010 | Removal of Metal Pump House on Dirt (Rt. Sta. 122+00, 22 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0010 | 202-02-00010 | Removal of Metal Storage Building on Pier (Lt. Sta. 122+00, 30 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0011 | 202-02-00010 | Removal of Above Ground Swimming Pool w/Deck (Rt. Sta. 121+00, 18 x 32 x 4) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0012 | 202-02-00010 | Removal of Wood Frame Garage on Slab (Rt. Sta. 122+00, 720 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 600.00 | 600.00 |
| 0013 | 202-02-00010 | Removal of Wood Frame Shop Building on Slab (Lt. Sta. 108+50, 2743 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1,200.00 | 1,200.00 |
| 0014 | 202-02-00010 | Removal of Above Ground Swimming Pool w/Deck (Lt. Sta. 109+15, 20 x 32) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0015 | 202-02-00010 | Removal of Brick Veneer House on Slab (Rt. Sta. 120+65, 2000 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1,200.00 | 1,200.00 |
| 0016 | 202-02-00010 | Removal of Wood Frame Shed on Slab (Rt. Sta. 100+50, 16 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0017 | 202-02-00010 | Removal of Masonry Storage Building on Slab (Rt. Sta. 31+50, 49 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 300.00 | 300.00 |
| 0018 | 202-02-00010 | Removal of Brick Veneer House on Slab (Rt. Sta. 31+40, 1461 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 |
| 0019 | 202-02-00010 | Removal of Brick Veneer House on Slab (Rt. Sta. 100+50, 1634 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 3,000.00 | 3,000.00 |
| 0020 | 202-02-00010 | Removal of Wood Frame Storage Building on Dirt (Lt. Sta. 110+50, 200 Sq. Ft.) | 1 | EACH | 1.00 | 1.00 | 100.00 | 100.00 | 1,200.00 | 1,200.00 |
| 0021 | 202-02-38500 | Removal of Surfacing and Stablized Base | 21,895.8 | SQYD | 3.00 | 65,687.40 | 4.00 | 87,583.20 | 5.50 | 120,426.90 |
| 0022 | 202-07-00100 | Plugging Existing Water Wells | 3 | EACH | 2,000.00 | 6,000.00 | 7,000.00 | 21,000.00 | 3,000.00 | 9,000.00 |
| 0023 | 203-01-00100 | General Excavation | 886,436 | CUYD | 2.50 | 2,216,090.00 | 2.00 | 1,772,872.00 | 3.00 | 2,659,308.00 |
| 0024 | 203-02-00100 | Drainage Excavation | 17,972 | CUYD | 6.50 | 116,818.00 | 8.00 | 143,776.00 | 8.00 | 143,776.00 |
| 0025 | 203-03-00100 | Embankment | 2,422,899 | CUYD | 5.00 | 12,114,495.00 | 6.30 | 15,264,263.70 | 5.50 | 13,325,944.50 |
| 0026 | 203-04-00300 | Nonplastic Embankment (Stone) | 241 | CUYD | 50.00 | 12,050.00 | 300.00 | 72,300.00 | 80.00 | 19,280.00 |
| 0027 | 204-02-00100 | Temporary Hay or Straw Bales | 91 | EACH | 10.00 | 910.00 | 25.00 | 2,275.00 | 15.00 | 1,365.00 |
| 0028 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 159 | EACH | 100.00 | 15,900.00 | 200.00 | 31,800.00 | 100.00 | 15,900.00 |
| 0029 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 111 | EACH | 250.00 | 27,750.00 | 500.00 | 55,500.00 | 850.00 | 94,350.00 |
| 0030 | 204-06-00100 | Temporary Silt Fencing | 74,365 | LNFT | 1.20 | 89,238.00 | 1.50 | 111,547.50 | 3.00 | 223,095.00 |
| 0031 | 204-07-00100 | Temporary Stone Construction Entrance | 3 | EACH | 1,000.00 | 3,000.00 | 5,000.00 | 15,000.00 | 5,500.00 | 16,500.00 |
| 0032 | 302-01-00200 | Class II Base Course (Soil Cement) | 2,412.4 | CUYD | 20.00 | 48,248.00 | 41.00 | 98,908.40 | 35.00 | 84,434.00 |
| 0033 | 302-02-01040 | Class II Base Course (4" Thick) (Stone) | 38,948.7 | SQYD | 8.50 | 331,063.95 | 9.50 | 370,012.65 | 10.00 | 389,487.00 |
| 0034 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 181,140.2 | SQYD | 8.50 | 1,539,691.70 | 8.80 | 1,594,033.76 | 10.00 | 1,811,402.00 |
| 0035 | 302-02-01560 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete) | 917.8 | SQYD | 12.00 | 11,013.60 | 18.00 | 16,520.40 | 13.00 | 11,931.40 |
| 0036 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 295,399.5 | SQYD | 4.30 | 1,270,217.85 | 7.00 | 2,067,796.50 | 8.00 | 2,363,196.00 |
| 0037 | 302-02-02560 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete) | 76,013.6 | SQYD | 15.65 | 1,189,612.84 | 15.00 | 1,140,204.00 | 17.50 | 1,330,238.00 |
| 0038 | 302-02-04500 | Class II Base Course (9" Thick) (Stone or Recycled Portland Cement Concrete) | 557.2 | SQYD | 21.50 | 11,979.80 | 30.00 | 16,716.00 | 22.50 | 12,537.00 |
| 0039 | 305-01-04000 | Subgrade Layer (12" Thick) | 260,016 | SQYD | 6.50 | 1,690,104.00 | 8.30 | 2,158,132.80 | 7.35 | 1,911,117.60 |
| 0040 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 140.5 | CUYD | 75.00 | 10,537.50 | 80.00 | 11,240.00 | 100.00 | 14,050.00 |
| 0041 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 25.00 | 5,000.00 | 80.00 | 16,000.00 | 100.00 | 20,000.00 |
| 0042 | 502-01-00100 | Superpave Asphaltic Concrete | 64.2 | TON | 200.00 | 12,840.00 | 230.00 | 14,766.00 | 210.00 | 13,482.00 |
| 0043 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) (Type 3 Joints) | 326 | LNFT | 53.34 | 17,388.84 | 78.00 | 25,428.00 | 75.00 | 24,450.00 |
| 0044 | 701-01-01020 | Cross Drain Pipe (30" RCP/PP) (Type 3 Joints) | 598 | LNFT | 75.45 | 45,119.10 | 78.00 | 46,644.00 | 95.00 | 56,810.00 |
| 0045 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 200 | LNFT | 31.65 | 6,330.00 | 60.76 | 12,152.00 | 60.00 | 12,000.00 |
| 0046 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 830 | LNFT | 53.34 | 44,272.20 | 62.00 | 51,460.00 | 75.00 | 62,250.00 |
| 0047 | 701-03-01060 | Storm Drain Pipe (30" RCP/PP) | 148 | LNFT | 75.45 | 11,166.60 | 72.00 | 10,656.00 | 95.00 | 14,060.00 |
| 0048 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 459 | LNFT | 103.80 | 47,644.20 | 100.00 | 45,900.00 | 120.00 | 55,080.00 |
| 0049 | 701-03-01120 | Storm Drain Pipe (54" RCP) | 595 | LNFT | 245.37 | 145,995.15 | 185.00 | 110,075.00 | 215.00 | 127,925.00 |
| 0050 | 701-03-01140 | Storm Drain Pipe (60" RCP) | 427 | LNFT | 292.35 | 124,833.45 | 230.00 | 98,210.00 | 255.00 | 108,885.00 |
| 0051 | 701-03-01200 | Storm Drain Pipe (96" RCP) | 402 | LNFT | 672.72 | 270,433.44 | 375.00 | 150,750.00 | 500.00 | 201,000.00 |
| 0052 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) (Type 1 Joints) | 578 | LNFT | 31.65 | 18,293.70 | 45.00 | 26,010.00 | 60.00 | 34,680.00 |
| 0053 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) (Type 1 Joints) | 270 | LNFT | 53.34 | 14,401.80 | 48.00 | 12,960.00 | 75.00 | 20,250.00 |
| 0054 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 68 | LNFT | 75.45 | 5,130.60 | 65.00 | 4,420.00 | 95.00 | 6,460.00 |
| 0055 | 701-05-01100 | Side Drain Pipe (36" RCP/PP/CMP) | 126 | LNFT | 103.80 | 13,078.80 | 75.00 | 9,450.00 | 120.00 | 15,120.00 |
| 0056 | 702-02-00100 | Manholes (MH-06) | 1 | EACH | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 11,500.00 | 11,500.00 |
| 0057 | 702-03-00100 | Catch Basins (CB-01) | 9 | EACH | 1,500.00 | 13,500.00 | 2,000.00 | 18,000.00 | 4,250.00 | 38,250.00 |
| 0058 | 702-03-00200 | Catch Basins (CB-02) | 3 | EACH | 2,000.00 | 6,000.00 | 3,700.00 | 11,100.00 | 4,500.00 | 13,500.00 |
| 0059 | 703-01-00100 | Shoulder Underdrain Systems | 7,673 | LNFT | 20.00 | 153,460.00 | 12.00 | 92,076.00 | 18.00 | 138,114.00 |
| 0060 | 704-03-00100 | Blocked Out Guard Rail | 2,437.5 | LNFT | 20.00 | 48,750.00 | 20.00 | 48,750.00 | 17.00 | 41,437.50 |
| 0061 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 660 | LNFT | 65.00 | 42,900.00 | 62.00 | 40,920.00 | 56.00 | 36,960.00 |
| 0062 | 704-11-00100 | Guard Rail End Treatment (Flared) | 22 | EACH | 2,200.00 | 48,400.00 | 2,200.00 | 48,400.00 | 2,050.00 | 45,100.00 |
| 0063 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 2 | EACH | 5,400.00 | 10,800.00 | 5,100.00 | 10,200.00 | 4,725.00 | 9,450.00 |
| 0064 | 705-01-00100 | Barbed Wire Fence | 848 | LNFT | 5.00 | 4,240.00 | 2.80 | 2,374.40 | 5.25 | 4,452.00 |
| 0065 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 57,733 | LNFT | 6.25 | 360,831.25 | 3.80 | 219,385.40 | 5.35 | 308,871.55 |
| 0066 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 600.00 | 1,200.00 | 575.00 | 1,150.00 | 600.00 | 1,200.00 |
| 0067 | 705-05-00100 | Double Swinging Driveway Gates | 2 | DBGT | 800.00 | 1,600.00 | 980.00 | 1,960.00 | 785.00 | 1,570.00 |
| 0068 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 291 | LNFT | 15.00 | 4,365.00 | 11.50 | 3,346.50 | 23.50 | 6,838.50 |
| 0069 | 706-02-00200 | Concrete Drive (6" Thick) | 482.3 | SQYD | 50.00 | 24,115.00 | 39.00 | 18,809.70 | 41.00 | 19,774.30 |
| 0070 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 6,469.8 | SQYD | 45.00 | 291,141.00 | 30.00 | 194,094.00 | 28.50 | 184,389.30 |
| 0071 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,496.4 | SQYD | 55.00 | 82,302.00 | 38.00 | 56,863.20 | 35.00 | 52,374.00 |
| 0072 | 708-01-00100 | Right-of-Way Monument | 111 | EACH | 187.50 | 20,812.50 | 345.00 | 38,295.00 | 120.00 | 13,320.00 |
| 0073 | 708-02-00100 | Right-of-Way Monument Witness Post | 111 | EACH | 187.50 | 20,812.50 | 345.00 | 38,295.00 | 60.00 | 6,660.00 |
| 0074 | 709-01-00100 | Steel Cattle Guard | 2 | EACH | 5,000.00 | 10,000.00 | 18,000.00 | 36,000.00 | 5,500.00 | 11,000.00 |
| 0075 | 711-01-02020 | Riprap (10 lb, 12" Thick) | 75 | SQYD | 50.00 | 3,750.00 | 50.00 | 3,750.00 | 40.00 | 3,000.00 |
| 0076 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 2,000 | SQYD | 50.00 | 100,000.00 | 50.00 | 100,000.00 | 39.00 | 78,000.00 |
| 0077 | 711-04-00100 | Geotextile Fabric | 3,210 | SQYD | 2.25 | 7,222.50 | 2.25 | 7,222.50 | 2.90 | 9,309.00 |
| 0078 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 3,290 | SQYD | 75.00 | 246,750.00 | 45.50 | 149,695.00 | 71.00 | 233,590.00 |
| 0079 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) (Paved Ditch) | 955 | SQYD | 65.00 | 62,075.00 | 48.00 | 45,840.00 | 62.00 | 59,210.00 |
| 0080 | 712-04-00100 | Flexible Revetment | 1,050 | SQYD | 63.00 | 66,150.00 | 50.00 | 52,500.00 | 64.00 | 67,200.00 |
| 0081 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 240,000.00 | 240,000.00 | 300,000.00 | 300,000.00 | 65,000.00 | 65,000.00 |
| 0082 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 6.216 | MILE | 7,500.00 | 46,620.00 | 6,500.00 | 40,404.00 | 7,850.00 | 48,795.60 |
| 0083 | 716-01-00100 | Mulch (Vegetative) | 867.8 | TON | 500.00 | 433,900.00 | 440.00 | 381,832.00 | 450.00 | 390,510.00 |
| 0084 | 717-01-00100 | Seeding | 12,993 | LB | 6.25 | 81,206.25 | 7.00 | 90,951.00 | 8.30 | 107,841.90 |
| 0085 | 718-01-00100 | Fertilizer | 435,890 | LB | 0.35 | 152,561.50 | 0.40 | 174,356.00 | 0.42 | 183,073.80 |
| 0086 | 718-02-00100 | Agricultural Lime | 16.6 | TON | 120.00 | 1,992.00 | 200.00 | 3,320.00 | 210.00 | 3,486.00 |
| 0087 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 36,445 | SQYD | 1.20 | 43,734.00 | 1.14 | 41,547.30 | 1.15 | 41,911.75 |
| 0088 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 555 | SQYD | 1.20 | 666.00 | 1.75 | 971.25 | 1.65 | 915.75 |
| 0089 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 4,561 | SQYD | 1.20 | 5,473.20 | 1.75 | 7,981.75 | 1.65 | 7,525.65 |
| 0090 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 15,000.00 | 15,000.00 | 60,000.00 | 60,000.00 | 30,000.00 | 30,000.00 |
| 0091 | 725-01-00100 | Temporary Detour Roads | 4,054.7 | SQYD | 40.00 | 162,188.00 | 85.00 | 344,649.50 | 45.00 | 182,461.50 |
| 0092 | 726-01-00100 | Bedding Material | 649.4 | CUYD | 60.00 | 38,964.00 | 95.00 | 61,693.00 | 100.00 | 64,940.00 |
| 0093 | 727-01-00100 | Mobilization | 1 | LUMP | 5,750,000.00 | 5,750,000.00 | 5,000,000.00 | 5,000,000.00 | 4,000,000.00 | 4,000,000.00 |
| 0094 | 729-01-00100 | Sign (Type A) | 576.3 | SQFT | 28.00 | 16,136.40 | 20.00 | 11,526.00 | 20.00 | 11,526.00 |
| 0095 | 729-04-00100 | Sign (Type D) | 1,197.5 | SQFT | 31.00 | 37,122.50 | 25.00 | 29,937.50 | 25.00 | 29,937.50 |
| 0096 | 729-05-00100 | Sign (Type E) | 100 | SQFT | 30.00 | 3,000.00 | 34.00 | 3,400.00 | 31.00 | 3,100.00 |
| 0097 | 729-06-00100 | Sign (Overhead Mounted) | 136.5 | SQFT | 30.00 | 4,095.00 | 30.00 | 4,095.00 | 28.00 | 3,822.00 |
| 0098 | 729-08-00100 | Mounting (2 1/2" Size Post) | 18 | EACH | 950.00 | 17,100.00 | 880.00 | 15,840.00 | 800.00 | 14,400.00 |
| 0099 | 729-08-00200 | Mounting (3 1/2" Size Post) | 20 | EACH | 1,100.00 | 22,000.00 | 1,000.00 | 20,000.00 | 945.00 | 18,900.00 |
| 0100 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 14 | EACH | 1,500.00 | 21,000.00 | 1,000.00 | 14,000.00 | 1,000.00 | 14,000.00 |
| 0101 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 4 | EACH | 1,800.00 | 7,200.00 | 1,600.00 | 6,400.00 | 1,525.00 | 6,100.00 |
| 0102 | 729-08-00800 | Mounting (W8 x 24 Size Post) | 3 | EACH | 2,200.00 | 6,600.00 | 2,000.00 | 6,000.00 | 1,865.00 | 5,595.00 |
| 0103 | 729-08-00900 | Mounting (W10 x 33 Size Post) | 4 | EACH | 2,800.00 | 11,200.00 | 2,700.00 | 10,800.00 | 2,600.00 | 10,400.00 |
| 0104 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 2 | EACH | 9,500.00 | 19,000.00 | 6,900.00 | 13,800.00 | 6,300.00 | 12,600.00 |
| 0105 | 729-16-00200 | Object Marker Assembly (Type 2) | 32 | EACH | 65.00 | 2,080.00 | 70.00 | 2,240.00 | 65.00 | 2,080.00 |
| 0106 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 100.00 | 2,400.00 | 80.00 | 1,920.00 | 73.00 | 1,752.00 |
| 0107 | 729-17-00100 | Milepost Assembly (Ground Mounted) | 12 | EACH | 400.00 | 4,800.00 | 360.00 | 4,320.00 | 335.00 | 4,020.00 |
| 0108 | 729-19-00100 | Dead End Road Installations (Type A) | 2 | EACH | 2,000.00 | 4,000.00 | 1,300.00 | 2,600.00 | 1,250.00 | 2,500.00 |
| 0109 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 1,256 | EACH | 10.00 | 12,560.00 | 11.00 | 13,816.00 | 10.50 | 13,188.00 |
| 0110 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,809 | EACH | 5.25 | 14,747.25 | 5.75 | 16,151.75 | 5.50 | 15,449.50 |
| 0111 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 2,118 | LNFT | 4.50 | 9,531.00 | 3.40 | 7,201.20 | 4.75 | 10,060.50 |
| 0112 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 31.179 | MILE | 2,500.00 | 77,947.50 | 2,600.00 | 81,065.40 | 2,625.00 | 81,844.88 |
| 0113 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.526 | MILE | 6,500.00 | 3,419.00 | 5,000.00 | 2,630.00 | 6,825.00 | 3,589.95 |
| 0114 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 4 | EACH | 215.00 | 860.00 | 200.00 | 800.00 | 225.00 | 900.00 |
| 0115 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 2 | EACH | 225.00 | 450.00 | 250.00 | 500.00 | 235.00 | 470.00 |
| 0116 | 735-01-00100 | Mailboxes | 15 | EACH | 50.00 | 750.00 | 15.00 | 225.00 | 14.00 | 210.00 |
| 0117 | 735-02-00100 | Mailbox Supports (Single) | 15 | EACH | 75.00 | 1,125.00 | 150.00 | 2,250.00 | 140.00 | 2,100.00 |
| 0118 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,000,000.00 | 1,000,000.00 | 300,000.00 | 300,000.00 | 800,000.00 | 800,000.00 |
| 0119 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 131.72 | CUYD | 800.00 | 105,376.00 | 1,500.00 | 197,580.00 | 1,500.00 | 197,580.00 |
| 0120 | 805-01-00700 | Class A Concrete (Bents) | 3,349.13 | CUYD | 800.00 | 2,679,304.00 | 735.00 | 2,461,610.55 | 600.00 | 2,009,478.00 |
| 0121 | 805-03-00100 | Class AA Concrete | 972.75 | CUYD | 600.00 | 583,650.00 | 740.00 | 719,835.00 | 600.00 | 583,650.00 |
| 0122 | 805-04-00100 | Class AA(M) Concrete | 6,563.76 | CUYD | 650.00 | 4,266,444.00 | 620.00 | 4,069,531.20 | 550.00 | 3,610,068.00 |
| 0123 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 22,322.6 | LNFT | 120.00 | 2,678,712.00 | 100.00 | 2,232,260.00 | 115.00 | 2,567,099.00 |
| 0124 | 805-08-00700 | Precast-Prestressed Concrete Girder (Type BT-72) | 2,490.3 | LNFT | 165.00 | 410,899.50 | 155.00 | 385,996.50 | 160.00 | 398,448.00 |
| 0125 | 805-11-00100 | Strip Seal Joints | 1,113.68 | LNFT | 275.00 | 306,262.00 | 135.00 | 150,346.80 | 275.00 | 306,262.00 |
| 0127 | 806-01-00100 | Deformed Reinforcing Steel | 1,127,906 | LB | 0.80 | 902,324.80 | 0.70 | 789,534.20 | 0.80 | 902,324.80 |
| 0128 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 2,130,723 | LB | 0.90 | 1,917,650.70 | 0.80 | 1,704,578.40 | 0.90 | 1,917,650.70 |
| 0129 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 2,000,000.00 | 2,000,000.00 | 1,300,000.00 | 1,300,000.00 | 1,750,000.00 | 1,750,000.00 |
| 0130 | 810-01-00100 | Concrete Railing (Standard Barrier) | 8,446.66 | LNFT | 55.00 | 464,566.30 | 60.00 | 506,799.60 | 47.00 | 396,993.02 |
| 0131 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 3,565 | LNFT | 55.00 | 196,075.00 | 60.00 | 213,900.00 | 49.00 | 174,685.00 |
| 0132 | 813-01-00100 | Concrete Approach Slabs | 3,339.3 | SQYD | 200.00 | 667,860.00 | 210.00 | 701,253.00 | 205.00 | 684,556.50 |
| 0133 | 814-01-00200 | Drilled Shaft (24" Diameter) | 680 | LNFT | 225.00 | 153,000.00 | 220.00 | 149,600.00 | 220.00 | 149,600.00 |
| 0134 | 814-01-00650 | Drilled Shaft (54" Diameter) | 195 | LNFT | 375.00 | 73,125.00 | 400.00 | 78,000.00 | 350.00 | 68,250.00 |
| 0135 | 814-01-00700 | Drilled Shaft (60" Diameter) | 375 | LNFT | 400.00 | 150,000.00 | 450.00 | 168,750.00 | 395.00 | 148,125.00 |
| 0136 | 814-01-00800 | Drilled Shaft (66" Diameter) | 10,440 | LNFT | 650.00 | 6,786,000.00 | 410.00 | 4,280,400.00 | 465.00 | 4,854,600.00 |
| 0137 | 814-02-00800 | Trial Shaft (66" Diameter) | 95 | LNFT | 500.00 | 47,500.00 | 335.00 | 31,825.00 | 475.00 | 45,125.00 |
| 0138 | 814-03-00800 | Permanent Casing (66" Diameter) | 100 | LNFT | 225.00 | 22,500.00 | 220.00 | 22,000.00 | 205.00 | 20,500.00 |
| 0139 | 814-04-00650 | Crosshole Sonic Logging (54" Diameter) | 6 | EACH | 900.00 | 5,400.00 | 900.00 | 5,400.00 | 850.00 | 5,100.00 |
| 0140 | 814-04-00700 | Crosshole Sonic Logging (60" Diameter) | 9 | EACH | 900.00 | 8,100.00 | 900.00 | 8,100.00 | 850.00 | 7,650.00 |
| 0141 | 814-04-00800 | Crosshole Sonic Logging (66" Diameter) | 170 | EACH | 1,500.00 | 255,000.00 | 900.00 | 153,000.00 | 850.00 | 144,500.00 |
| 0142 | NS-800-00060 | Deck Drainage System | 1 | LUMP | 35,000.00 | 35,000.00 | 13,000.00 | 13,000.00 | 35,000.00 | 35,000.00 |
| 0143 | NS-800-00100 | Load Testing a Drilled Shaft | 4 | EACH | 150,000.00 | 600,000.00 | 100,000.00 | 400,000.00 | 100,000.00 | 400,000.00 |
| 0144 | NS-800-00120 | Pier Protection System (Vehicle) | 4 | EACH | 36,000.00 | 144,000.00 | 26,000.00 | 104,000.00 | 36,000.00 | 144,000.00 |
| 0145 | NS-800-00140 | Test Drilled Shaft 66" Diameter | 4 | EACH | 100,000.00 | 400,000.00 | 45,000.00 | 180,000.00 | 42,000.00 | 168,000.00 |
| 0165 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 565.2 | CUYD | 20.00 | 11,304.00 | 85.00 | 48,042.00 | 25.00 | 14,130.00 |
| 0166 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 1,135 | SQYD | 300.00 | 340,500.00 | 63.00 | 71,505.00 | 52.00 | 59,020.00 |
| 0167 | 805-12-26000 | Reinforced Concrete Box Culverts (10' x 10') (Precast) | 1,932 | LNFT | 825.00 | 1,593,900.00 | 600.00 | 1,159,200.00 | 725.00 | 1,400,700.00 |
| 0168 | NS-MSC-00120 | Drainage Structure (MANHOLE) (MH-12.5' x 9') | 1 | EACH | 10,000.00 | 10,000.00 | 22,000.00 | 22,000.00 | 35,000.00 | 35,000.00 |
| 0169 | 703-02-00100 | Shoulder Outlet Underdrains | 32 | EACH | 200.00 | 6,400.00 | 425.00 | 13,600.00 | 450.00 | 14,400.00 |
| SUBTOTAL GENERAL | 60,016,312 | 57,753,061 | 59,445,871 | |||||||
| Alternate AA1 | ||||||||||
| 0146 | 502-01-00100 | Superpave Asphaltic Concrete | 7,371.2 | TON | 110.00 | 810,832.00 | 120.00 | 884,544.00 | 115.00 | 847,688.00 |
| 0147 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 830.8 | TON | 110.00 | 91,388.00 | 215.00 | 178,622.00 | 115.00 | 95,542.00 |
| 0148 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 180,217.8 | SQYD | 30.00 | 5,406,534.00 | 39.00 | 7,028,494.20 | 37.00 | 6,668,058.60 |
| 0149 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 284 | EACH | 100.00 | 28,400.00 | 200.00 | 56,800.00 | 105.00 | 29,820.00 |
| 0150 | 707-01-00300 | Concrete Curb (Mountable) | 1,169.7 | LNFT | 10.00 | 11,697.00 | 12.00 | 14,036.40 | 10.50 | 12,281.85 |
| 0151 | 707-03-00100 | Combination Concrete Curb and Gutter | 5,639.9 | LNFT | 20.00 | 112,798.00 | 13.00 | 73,318.70 | 15.50 | 87,418.45 |
| 0152 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.776 | MILE | 850.00 | 659.60 | 1,000.00 | 776.00 | 890.00 | 690.64 |
| 0153 | 732-03-03000 | Plastic Pavement Striping (Broken Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 11.72 | MILE | 4,000.00 | 46,880.00 | 3,500.00 | 41,020.00 | 4,200.00 | 49,224.00 |
| 0154 | NS-DEV-60302 | NS Roller Compacted Concrete (RCC) Pavement (8" Thick) | 78,041 | SQYD | 16.00 | 1,248,656.00 | 25.00 | 1,951,025.00 | 22.50 | 1,755,922.50 |
| SUBTOTAL ALT AA1 | 7,757,845 | 10,228,636 | 9,546,646 | |||||||
| Alternate AA2 | ||||||||||
| 0155 | 502-01-00100 | Superpave Asphaltic Concrete | 148,821.8 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0156 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,516.1 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0157 | 707-03-00100 | Combination Concrete Curb and Gutter | 6,809.6 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0158 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 12.496 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0159 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 20.8 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT AA2 | 0.00 | 0.00 | 0.00 | |||||||
| ITEM TOTAL (CONSTRUCTION BID) | 67,774,156.77 | 67,981,696.81 | 59,445,870.85 | |||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 2,445,000.00 | 2,400,000.00 | 2,691,000.00 | |||||||
| LIFE CYCLE COST | 1,503,300.00 | 1,503,300.00 | ||||||||
| TOTAL BID | 71,722,456.77 | 71,884,996.81 | ||||||||