Bid Tabulations
Letting of
06/26/2013
LA DOTD Headquarters
| Lead Project: H.010151.6 | |
| Parish: Calcasieu | |
| Routes: I-210 | |
| Description: I-210: COVE LANE INTERCHANGE AND IMPROVEMENTS | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PCCP, PRECAST PRESTRESSED CONCRETE GIRDER BRIDGE, MSEW WALLS, LOAD TRANSFER PLATFORM, AND RELATED WORK. | |
| Estimated Construction Cost: $43,041,751.13 | |
| Maximum Number of Days Allowed for Construction: 470 | |
| Calculated Daily User Cost: $15,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 58134 | Johnson Bros. Corp. A Southland Co. | $38,647,146.64 | 390 | $44,497,146.64 |
| 2 | 39462 | Jb James Construction Llc | $39,756,953.25 | 410 | $45,906,953.25 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $41,863,737.39 | 365 | $47,338,737.39 |
| 4 | 34567 | James Construction Group LLC | $41,545,867.92 | 450 | $48,295,867.92 |
| 5 | 47347 | Kiewit Louisiana Co. | $50,978,352.17 | 350 | $56,228,352.17 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Johnson Bros. Corp. A Southland Co. |
- 2 - Jb James Construction Llc |
- 3 - Gilchrist Construction Co. LLC |
- 4 - James Construction Group LLC |
||||
| 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 | 135,000.00 | 135,000.00 | 920,000.00 | 920,000.00 | 600,000.00 | 600,000.00 | 250,000.00 | 250,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 46,500.00 | 46,500.00 | 58,000.00 | 58,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 0005 | 202-02-00010 | Removal of Concrete Barrier | 1 | EACH | 20,000.00 | 20,000.00 | 90,000.00 | 90,000.00 | 65,000.00 | 65,000.00 | 50,000.00 | 50,000.00 |
| 0006 | 202-02-02000 | Removal of Asphalt Drives | 23 | SQYD | 8.50 | 195.50 | 20.00 | 460.00 | 14.00 | 322.00 | 26.50 | 609.50 |
| 0007 | 202-02-05000 | Removal of Building (Cove Lane Sta. 18+47 Rt., 16' x 35' Pool) | 1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 50,000.00 | 50,000.00 | 1,000.00 | 1,000.00 |
| 0008 | 202-02-05000 | Removal of Building (Cove Lane Sta. 19+10 Lt., 70' x 50' Res. W/Carport) | 1 | EACH | 12,000.00 | 12,000.00 | 1.00 | 1.00 | 50,000.00 | 50,000.00 | 1,000.00 | 1,000.00 |
| 0009 | 202-02-05000 | Removal of Building (Cove Lane Sta. 18+40 Rt., 18' x 24' Structure) | 1 | EACH | 5,000.00 | 5,000.00 | 1.00 | 1.00 | 50,000.00 | 50,000.00 | 1,000.00 | 1,000.00 |
| 0010 | 202-02-06040 | Removal of Concrete Box Headwall (Sta. 134+84 LT; 135+12 RT) | 2 | EACH | 700.00 | 1,400.00 | 2,800.00 | 5,600.00 | 2,700.00 | 5,400.00 | 1,000.00 | 2,000.00 |
| 0011 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,327 | SQYD | 11.00 | 14,597.00 | 8.00 | 10,616.00 | 11.50 | 15,260.50 | 2.50 | 3,317.50 |
| 0012 | 202-02-12020 | Removal of Fence (Chain Link) | 815 | LNFT | 3.00 | 2,445.00 | 5.00 | 4,075.00 | 5.45 | 4,441.75 | 5.00 | 4,075.00 |
| 0013 | 202-02-14500 | Removal of Guard Rail | 639 | LNFT | 8.50 | 5,431.50 | 5.00 | 3,195.00 | 9.00 | 5,751.00 | 4.00 | 2,556.00 |
| 0014 | 202-02-18000 | Removal of Impact Attenuator | 1 | EACH | 2,200.00 | 2,200.00 | 2,000.00 | 2,000.00 | 1,200.00 | 1,200.00 | 2,500.00 | 2,500.00 |
| 0015 | 202-02-32000 | Removal of Paved Ditches | 1,091 | SQYD | 7.25 | 7,909.75 | 8.00 | 8,728.00 | 10.00 | 10,910.00 | 5.00 | 5,455.00 |
| 0016 | 202-02-32100 | Removal of Pipe (Cross Drain) (I-210 Sta. 122+46, 30" RCP) | 133 | LNFT | 95.00 | 12,635.00 | 11.00 | 1,463.00 | 35.00 | 4,655.00 | 30.00 | 3,990.00 |
| 0017 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 4,711 | SQYD | 10.00 | 47,110.00 | 8.00 | 37,688.00 | 7.00 | 32,977.00 | 8.00 | 37,688.00 |
| 0018 | 202-02-38240 | Removal of Signs and Supports | 9 | EACH | 400.00 | 3,600.00 | 400.00 | 3,600.00 | 225.00 | 2,025.00 | 200.00 | 1,800.00 |
| 0019 | 202-02-38330 | Removal of Sign Cantilever and Footing | 3 | EACH | 6,500.00 | 19,500.00 | 3,000.00 | 9,000.00 | 4,000.00 | 12,000.00 | 10,000.00 | 30,000.00 |
| 0020 | 202-02-38360 | Removal of Sign Faces | 8 | EACH | 145.00 | 1,160.00 | 200.00 | 1,600.00 | 170.00 | 1,360.00 | 150.00 | 1,200.00 |
| 0021 | 202-02-38500 | Removal of Surfacing and Stablized Base | 13,289.4 | SQYD | 7.50 | 99,670.50 | 3.50 | 46,512.90 | 6.25 | 83,058.75 | 6.00 | 79,736.40 |
| 0023 | 202-03-38000 | Relocation of Sign (Sta. 148+00 Rt.; "East, I-210, Mile, 4") | 1 | EACH | 695.00 | 695.00 | 500.00 | 500.00 | 750.00 | 750.00 | 700.00 | 700.00 |
| 0024 | 202-03-38000 | Relocation of Sign (Sta. 145+00 Rt.; "Casino Area, Exit 4...") | 1 | EACH | 695.00 | 695.00 | 600.00 | 600.00 | 750.00 | 750.00 | 700.00 | 700.00 |
| 0025 | 202-03-38000 | Relocation of Sign (Sta. 142+00 Rt.; "L'Auberge Blvd., Nelson Rd., 1/2 Mile...") | 1 | EACH | 695.00 | 695.00 | 550.00 | 550.00 | 750.00 | 750.00 | 700.00 | 700.00 |
| 0026 | 202-03-38000 | Relocation of Sign (Sta. 148+20 Lt.; "West, I-210, Mile, 4") | 1 | EACH | 695.00 | 695.00 | 600.00 | 600.00 | 750.00 | 750.00 | 700.00 | 700.00 |
| 0027 | 202-03-38000 | Relocation of Sign (Sta. 107+48 Lt.; "Bridge Ices Before Road") | 1 | EACH | 695.00 | 695.00 | 700.00 | 700.00 | 750.00 | 750.00 | 700.00 | 700.00 |
| 0028 | 202-03-38000 | Relocation of Sign (Sta. 103+50 Rt.; "Lake Charles Corp Limit") | 1 | EACH | 695.00 | 695.00 | 500.00 | 500.00 | 750.00 | 750.00 | 700.00 | 700.00 |
| 0029 | 203-01-00100 | General Excavation | 50,642 | CUYD | 11.25 | 569,722.50 | 5.50 | 278,531.00 | 10.00 | 506,420.00 | 7.00 | 354,494.00 |
| 0030 | 203-03-00100 | Embankment | 14,769 | CUYD | 23.00 | 339,687.00 | 11.00 | 162,459.00 | 5.25 | 77,537.25 | 26.00 | 383,994.00 |
| 0031 | 203-04-00200 | Nonplastic Embankment (Sand) | 118,178 | CUYD | 47.00 | 5,554,366.00 | 43.00 | 5,081,654.00 | 46.00 | 5,436,188.00 | 50.00 | 5,908,900.00 |
| 0032 | 203-08-00100 | Geotextile Fabric | 6,876 | SQYD | 2.50 | 17,190.00 | 1.50 | 10,314.00 | 1.20 | 8,251.20 | 2.00 | 13,752.00 |
| 0033 | 204-02-00100 | Temporary Hay or Straw Bales | 135 | EACH | 15.00 | 2,025.00 | 12.00 | 1,620.00 | 20.00 | 2,700.00 | 12.00 | 1,620.00 |
| 0034 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 19 | EACH | 115.00 | 2,185.00 | 120.00 | 2,280.00 | 195.00 | 3,705.00 | 175.00 | 3,325.00 |
| 0035 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 3 | EACH | 2,000.00 | 6,000.00 | 900.00 | 2,700.00 | 850.00 | 2,550.00 | 250.00 | 750.00 |
| 0036 | 204-06-00100 | Temporary Silt Fencing | 14,246 | LNFT | 4.00 | 56,984.00 | 1.80 | 25,642.80 | 2.25 | 32,053.50 | 2.50 | 35,615.00 |
| 0037 | 204-07-00100 | Temporary Stone Construction Entrance | 8 | EACH | 5,500.00 | 44,000.00 | 2,500.00 | 20,000.00 | 2,800.00 | 22,400.00 | 4,000.00 | 32,000.00 |
| 0038 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 9,117.4 | SQYD | 12.00 | 109,408.80 | 10.00 | 91,174.00 | 11.00 | 100,291.40 | 16.00 | 145,878.40 |
| 0039 | 302-02-01561 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 1,027 | SQYD | 26.00 | 26,702.00 | 13.00 | 13,351.00 | 24.00 | 24,648.00 | 18.00 | 18,486.00 |
| 0040 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 9,117.4 | SQYD | 19.00 | 173,230.60 | 8.50 | 77,497.90 | 13.00 | 118,526.20 | 13.00 | 118,526.20 |
| 0041 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 7,913.4 | SQYD | 22.00 | 174,094.80 | 18.00 | 142,441.20 | 21.25 | 168,159.75 | 25.00 | 197,835.00 |
| 0042 | 302-02-05020 | Class II Base Course (10" Thick) (Soil Cement) | 8,471.2 | SQYD | 28.00 | 237,193.60 | 12.50 | 105,890.00 | 20.00 | 169,424.00 | 30.00 | 254,136.00 |
| 0043 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 40,129.6 | SQYD | 27.00 | 1,083,499.20 | 22.00 | 882,851.20 | 25.00 | 1,003,240.00 | 28.00 | 1,123,628.80 |
| 0044 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 9,564 | SQYD | 25.00 | 239,100.00 | 13.00 | 124,332.00 | 11.50 | 109,986.00 | 10.00 | 95,640.00 |
| 0045 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 5,000 | CUYD | 72.00 | 360,000.00 | 10.00 | 50,000.00 | 1.00 | 5,000.00 | 45.00 | 225,000.00 |
| 0046 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 1,396.5 | TON | 203.00 | 283,489.50 | 210.00 | 293,265.00 | 225.00 | 314,212.50 | 203.00 | 283,489.50 |
| 0047 | 501-02-00001 | Tack Coat | 5,038 | GAL | 3.00 | 15,114.00 | 4.00 | 20,152.00 | 4.00 | 20,152.00 | 3.80 | 19,144.40 |
| 0048 | 502-01-00100 | Superpave Asphaltic Concrete | 6,868.8 | TON | 95.00 | 652,536.00 | 100.00 | 686,880.00 | 100.00 | 686,880.00 | 96.00 | 659,404.80 |
| 0049 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,850.2 | TON | 92.00 | 262,218.40 | 100.00 | 285,020.00 | 100.00 | 285,020.00 | 91.00 | 259,368.20 |
| 0050 | 509-01-00100 | Cold Planing Asphaltic Pavement | 897 | SQYD | 22.00 | 19,734.00 | 12.00 | 10,764.00 | 19.00 | 17,043.00 | 25.00 | 22,425.00 |
| 0051 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -31 | CUYD | 3.00 | -93.00 | 0.01 | -0.31 | 0.10 | -3.10 | 3.00 | -93.00 |
| 0052 | 601-01-00300 | Portland Cement Concrete Pavement (9" Thick) | 313.4 | SQYD | 59.00 | 18,490.60 | 55.00 | 17,237.00 | 115.00 | 36,041.00 | 85.00 | 26,639.00 |
| 0053 | 601-01-01100 | Portland Cement Concrete Pavement (13" Thick) | 22,697.5 | SQYD | 66.00 | 1,498,035.00 | 68.00 | 1,543,430.00 | 88.00 | 1,997,380.00 | 90.00 | 2,042,775.00 |
| 0054 | 601-02-01700 | Portland Cement Concrete Pavement (13" Thick) (Crossovers & Turnouts) | 5,204.3 | SQYD | 66.00 | 343,483.80 | 74.00 | 385,118.20 | 89.00 | 463,182.70 | 100.00 | 520,430.00 |
| 0055 | 601-03-01100 | Portland Cement Concrete Shoulder (10" Thick) | 211.3 | SQYD | 62.00 | 13,100.60 | 140.00 | 29,582.00 | 170.00 | 35,921.00 | 130.00 | 27,469.00 |
| 0056 | 601-03-01700 | Portland Cement Concrete Shoulder (13" Thick) | 12,617.9 | SQYD | 66.00 | 832,781.40 | 155.00 | 1,955,774.50 | 160.00 | 2,018,864.00 | 135.00 | 1,703,416.50 |
| 0057 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 40 | EACH | 90.00 | 3,600.00 | 100.00 | 4,000.00 | 180.00 | 7,200.00 | 100.00 | 4,000.00 |
| 0058 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 196 | LNFT | 140.00 | 27,440.00 | 65.00 | 12,740.00 | 57.00 | 11,172.00 | 70.00 | 13,720.00 |
| 0059 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 155 | LNFT | 170.00 | 26,350.00 | 70.00 | 10,850.00 | 100.00 | 15,500.00 | 75.00 | 11,625.00 |
| 0060 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 110 | LNFT | 120.00 | 13,200.00 | 75.00 | 8,250.00 | 115.00 | 12,650.00 | 85.00 | 9,350.00 |
| 0061 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 54 | LNFT | 310.00 | 16,740.00 | 120.00 | 6,480.00 | 165.00 | 8,910.00 | 120.00 | 6,480.00 |
| 0062 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 430 | LNFT | 75.00 | 32,250.00 | 55.00 | 23,650.00 | 54.00 | 23,220.00 | 87.00 | 37,410.00 |
| 0063 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 56 | LNFT | 90.00 | 5,040.00 | 80.00 | 4,480.00 | 65.00 | 3,640.00 | 90.00 | 5,040.00 |
| 0064 | 701-14-00100 | Cleaning Existing Pipes | 1,100 | LNFT | 10.00 | 11,000.00 | 9.00 | 9,900.00 | 21.00 | 23,100.00 | 9.50 | 10,450.00 |
| 0065 | 701-15-00100 | Concrete Collar | 4 | EACH | 1,000.00 | 4,000.00 | 600.00 | 2,400.00 | 1,400.00 | 5,600.00 | 150.00 | 600.00 |
| 0066 | 702-03-00100 | Catch Basins (CB-01) | 6 | EACH | 4,000.00 | 24,000.00 | 2,700.00 | 16,200.00 | 3,500.00 | 21,000.00 | 3,200.00 | 19,200.00 |
| 0067 | 702-03-00700 | Catch Basins (CB-08) | 2 | EACH | 12,000.00 | 24,000.00 | 8,000.00 | 16,000.00 | 9,000.00 | 18,000.00 | 7,850.00 | 15,700.00 |
| 0068 | 702-04-00100 | Adjusting Manholes | 1 | EACH | 2,300.00 | 2,300.00 | 2,000.00 | 2,000.00 | 1,400.00 | 1,400.00 | 1,950.00 | 1,950.00 |
| 0069 | 702-04-00200 | Adjusting Catch Basins | 3 | EACH | 3,000.00 | 9,000.00 | 2,000.00 | 6,000.00 | 2,800.00 | 8,400.00 | 1,950.00 | 5,850.00 |
| 0070 | 702-07-00100 | Cross Drain Safety End (Type 1) | 1 | EACH | 1,300.00 | 1,300.00 | 1,500.00 | 1,500.00 | 2,700.00 | 2,700.00 | 1,850.00 | 1,850.00 |
| 0071 | 703-01-00100 | Shoulder Underdrain Systems | 5,177 | LNFT | 25.00 | 129,425.00 | 10.00 | 51,770.00 | 23.00 | 119,071.00 | 15.00 | 77,655.00 |
| 0072 | 703-02-00100 | Shoulder Outlet Underdrains | 28 | EACH | 600.00 | 16,800.00 | 400.00 | 11,200.00 | 360.00 | 10,080.00 | 700.00 | 19,600.00 |
| 0073 | 703-03-00100 | Perforated Pipe Underdrains | 180 | LNFT | 25.00 | 4,500.00 | 14.00 | 2,520.00 | 6.00 | 1,080.00 | 20.00 | 3,600.00 |
| 0074 | 703-04-00100 | Nonperforated Pipe Underdrains | 60 | LNFT | 25.00 | 1,500.00 | 20.00 | 1,200.00 | 16.00 | 960.00 | 65.00 | 3,900.00 |
| 0075 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 143.8 | LNFT | 50.00 | 7,190.00 | 46.00 | 6,614.80 | 53.00 | 7,621.40 | 50.00 | 7,190.00 |
| 0076 | 704-03-00100 | Blocked Out Guard Rail | 1,282.5 | LNFT | 20.00 | 25,650.00 | 20.00 | 25,650.00 | 22.00 | 28,215.00 | 20.00 | 25,650.00 |
| 0077 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 31.3 | LNFT | 65.00 | 2,034.50 | 90.00 | 2,817.00 | 70.00 | 2,191.00 | 65.00 | 2,034.50 |
| 0078 | 704-07-00100 | Guard Rail Bridge Attachments | 43.8 | LNFT | 35.00 | 1,533.00 | 40.00 | 1,752.00 | 38.00 | 1,664.40 | 35.00 | 1,533.00 |
| 0079 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 250 | LNFT | 65.00 | 16,250.00 | 65.00 | 16,250.00 | 65.00 | 16,250.00 | 60.00 | 15,000.00 |
| 0080 | 704-11-00100 | Guard Rail End Treatment (Flared) | 7 | EACH | 2,100.00 | 14,700.00 | 2,200.00 | 15,400.00 | 2,200.00 | 15,400.00 | 2,000.00 | 14,000.00 |
| 0081 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 2,100.00 | 2,100.00 | 2,500.00 | 2,500.00 | 2,200.00 | 2,200.00 | 2,000.00 | 2,000.00 |
| 0082 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 5,331 | LNFT | 15.00 | 79,965.00 | 16.00 | 85,296.00 | 15.00 | 79,965.00 | 16.00 | 85,296.00 |
| 0083 | 706-02-00200 | Concrete Drive (6" Thick) | 501.1 | SQYD | 60.00 | 30,066.00 | 55.00 | 27,560.50 | 75.00 | 37,582.50 | 70.00 | 35,077.00 |
| 0084 | 706-02-00300 | Concrete Drive (8" Thick) | 143.3 | SQYD | 65.00 | 9,314.50 | 65.00 | 9,314.50 | 95.00 | 13,613.50 | 80.00 | 11,464.00 |
| 0085 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 1,844.7 | SQYD | 38.00 | 70,098.60 | 42.00 | 77,477.40 | 56.00 | 103,303.20 | 60.00 | 110,682.00 |
| 0086 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,995.8 | SQYD | 42.00 | 83,823.60 | 54.00 | 107,773.20 | 96.00 | 191,596.80 | 62.00 | 123,739.60 |
| 0087 | 706-03-00500 | Incidental Concrete Paving (8" Thick) | 305.2 | SQYD | 58.00 | 17,701.60 | 70.00 | 21,364.00 | 100.00 | 30,520.00 | 78.00 | 23,805.60 |
| 0088 | 707-01-00300 | Concrete Curb (Mountable) | 265.3 | LNFT | 18.00 | 4,775.40 | 20.00 | 5,306.00 | 55.00 | 14,591.50 | 32.00 | 8,489.60 |
| 0089 | 707-03-00100 | Combination Concrete Curb and Gutter | 3,001.5 | LNFT | 27.00 | 81,040.50 | 28.00 | 84,042.00 | 33.00 | 99,049.50 | 26.00 | 78,039.00 |
| 0090 | 708-01-00100 | Right-of-Way Monument | 14 | EACH | 750.00 | 10,500.00 | 150.00 | 2,100.00 | 250.00 | 3,500.00 | 250.00 | 3,500.00 |
| 0091 | 708-02-00100 | Right-of-Way Monument Witness Post | 8 | EACH | 200.00 | 1,600.00 | 100.00 | 800.00 | 250.00 | 2,000.00 | 125.00 | 1,000.00 |
| 0092 | 710-01-00100 | Flowable Fill | 1 | CUYD | 3,250.00 | 3,250.00 | 3,000.00 | 3,000.00 | 300.00 | 300.00 | 13,000.00 | 13,000.00 |
| 0093 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 117 | SQYD | 120.00 | 14,040.00 | 90.00 | 10,530.00 | 110.00 | 12,870.00 | 55.00 | 6,435.00 |
| 0094 | 711-04-00100 | Geotextile Fabric | 117 | SQYD | 4.50 | 526.50 | 3.00 | 351.00 | 4.00 | 468.00 | 3.00 | 351.00 |
| 0095 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 1,480 | SQYD | 45.00 | 66,600.00 | 60.00 | 88,800.00 | 90.00 | 133,200.00 | 58.00 | 85,840.00 |
| 0096 | 712-04-00100 | Flexible Revetment | 165 | SQYD | 90.00 | 14,850.00 | 80.00 | 13,200.00 | 65.00 | 10,725.00 | 70.00 | 11,550.00 |
| 0097 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 230,000.00 | 230,000.00 | 380,000.00 | 380,000.00 | 900,000.00 | 900,000.00 | 200,000.00 | 200,000.00 |
| 0098 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 1,033 | LNFT | 0.30 | 309.90 | 0.30 | 309.90 | 0.42 | 433.86 | 0.30 | 309.90 |
| 0099 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.654 | MILE | 400.00 | 1,861.60 | 400.00 | 1,861.60 | 525.00 | 2,443.35 | 400.00 | 1,861.60 |
| 0100 | 713-03-02020 | Temporary Pavement Markings (Broken Line) (4" W) (10' L) (Type 1 Removable) | 2.206 | MILE | 4,000.00 | 8,824.00 | 4,100.00 | 9,044.60 | 3,500.00 | 7,721.00 | 4,000.00 | 8,824.00 |
| 0101 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.811 | MILE | 800.00 | 8,648.80 | 800.00 | 8,648.80 | 850.00 | 9,189.35 | 800.00 | 8,648.80 |
| 0102 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 4.949 | MILE | 13,000.00 | 64,337.00 | 13,100.00 | 64,831.90 | 12,500.00 | 61,862.50 | 12,500.00 | 61,862.50 |
| 0103 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 4 | EACH | 195.00 | 780.00 | 100.00 | 400.00 | 80.00 | 320.00 | 100.00 | 400.00 |
| 0104 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 1,048 | EACH | 5.00 | 5,240.00 | 4.50 | 4,716.00 | 5.00 | 5,240.00 | 4.50 | 4,716.00 |
| 0105 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 220 | EACH | 1,800.00 | 396,000.00 | 900.00 | 198,000.00 | 800.00 | 176,000.00 | 600.00 | 132,000.00 |
| 0106 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 187 | EACH | 450.00 | 84,150.00 | 200.00 | 37,400.00 | 780.00 | 145,860.00 | 440.00 | 82,280.00 |
| 0107 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 315 | EACH | 250.00 | 78,750.00 | 50.00 | 15,750.00 | 200.00 | 63,000.00 | 250.00 | 78,750.00 |
| 0108 | 716-01-00100 | Mulch (Vegetative) | 8.1 | TON | 550.00 | 4,455.00 | 900.00 | 7,290.00 | 600.00 | 4,860.00 | 850.00 | 6,885.00 |
| 0109 | 717-01-00100 | Seeding | 218 | LB | 10.00 | 2,180.00 | 12.00 | 2,616.00 | 11.00 | 2,398.00 | 12.00 | 2,616.00 |
| 0110 | 718-01-00100 | Fertilizer | 7,267 | LB | 0.55 | 3,996.85 | 0.70 | 5,086.90 | 0.60 | 4,360.20 | 0.67 | 4,868.89 |
| 0111 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 879 | SQYD | 1.50 | 1,318.50 | 1.20 | 1,054.80 | 1.60 | 1,406.40 | 1.15 | 1,010.85 |
| 0112 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 598 | SQYD | 1.50 | 897.00 | 1.20 | 717.60 | 1.60 | 956.80 | 1.15 | 687.70 |
| 0113 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 228 | SQYD | 2.00 | 456.00 | 1.80 | 410.40 | 2.10 | 478.80 | 1.65 | 376.20 |
| 0114 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 | 35,000.00 | 35,000.00 |
| 0115 | 725-01-00100 | Temporary Detour Roads | 6,888.8 | SQYD | 115.00 | 792,212.00 | 83.00 | 571,770.40 | 92.00 | 633,769.60 | 115.00 | 792,212.00 |
| 0116 | 726-01-00100 | Bedding Material | 105.9 | CUYD | 105.00 | 11,119.50 | 75.00 | 7,942.50 | 100.00 | 10,590.00 | 46.00 | 4,871.40 |
| 0117 | 727-01-00100 | Mobilization | 1 | LUMP | 3,850,000.00 | 3,850,000.00 | 3,900,000.00 | 3,900,000.00 | 4,100,000.00 | 4,100,000.00 | 3,550,000.00 | 3,550,000.00 |
| 0118 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 694.6 | SQFT | 25.00 | 17,365.00 | 25.00 | 17,365.00 | 25.00 | 17,365.00 | 24.00 | 16,670.40 |
| 0119 | 729-04-00102 | Sign (Type D)(Furnish and Install) | 243.8 | SQFT | 29.00 | 7,070.20 | 30.00 | 7,314.00 | 31.00 | 7,557.80 | 30.00 | 7,314.00 |
| 0120 | 729-05-00102 | Sign (Type E)(Furnish and Install) | 264 | SQFT | 29.00 | 7,656.00 | 30.00 | 7,920.00 | 32.00 | 8,448.00 | 30.00 | 7,920.00 |
| 0121 | 729-06-00102 | Sign (Overhead Mounted)(Furnish and Install) | 850.3 | SQFT | 30.00 | 25,509.00 | 33.00 | 28,059.90 | 34.00 | 28,910.20 | 33.00 | 28,059.90 |
| 0122 | 729-08-00100 | Mounting (2 1/2" Size Post) | 38 | EACH | 900.00 | 34,200.00 | 900.00 | 34,200.00 | 950.00 | 36,100.00 | 910.00 | 34,580.00 |
| 0123 | 729-08-00200 | Mounting (3 1/2" Size Post) | 3 | EACH | 925.00 | 2,775.00 | 1,000.00 | 3,000.00 | 1,000.00 | 3,000.00 | 915.00 | 2,745.00 |
| 0124 | 729-08-00300 | Mounting (5" Size Post) | 15 | EACH | 1,300.00 | 19,500.00 | 1,300.00 | 19,500.00 | 1,350.00 | 20,250.00 | 1,270.00 | 19,050.00 |
| 0125 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 10 | EACH | 1,700.00 | 17,000.00 | 1,600.00 | 16,000.00 | 1,700.00 | 17,000.00 | 1,600.00 | 16,000.00 |
| 0126 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 2 | EACH | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 2,200.00 | 4,400.00 | 2,000.00 | 4,000.00 |
| 0127 | 729-08-00900 | Mounting (W10 x 33 Size Post) | 2 | EACH | 3,000.00 | 6,000.00 | 2,800.00 | 5,600.00 | 3,200.00 | 6,400.00 | 3,000.00 | 6,000.00 |
| 0128 | 729-09-00500 | Mounting (Overhead Truss) (Ground Mounted) (84' Span) | 1 | EACH | 72,000.00 | 72,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 68,000.00 | 68,000.00 |
| 0129 | 729-09-01100 | Mounting (Overhead Truss) (Ground Mounted) (120' Span) | 1 | EACH | 75,000.00 | 75,000.00 | 85,000.00 | 85,000.00 | 85,000.00 | 85,000.00 | 77,000.00 | 77,000.00 |
| 0130 | 729-11-00100 | Mounting (Overhead Cantilever) (Ground Mounted) | 3 | EACH | 30,000.00 | 90,000.00 | 35,000.00 | 105,000.00 | 30,000.00 | 90,000.00 | 27,500.00 | 82,500.00 |
| 0131 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 2 | EACH | 9,000.00 | 18,000.00 | 9,000.00 | 18,000.00 | 10,000.00 | 20,000.00 | 9,000.00 | 18,000.00 |
| 0132 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | EACH | 85.00 | 1,190.00 | 90.00 | 1,260.00 | 65.00 | 910.00 | 60.00 | 840.00 |
| 0133 | 729-20-00600 | Footings for Overhead Mountings (Cantilever) | 3 | EACH | 20,000.00 | 60,000.00 | 28,000.00 | 84,000.00 | 27,500.00 | 82,500.00 | 22,000.00 | 66,000.00 |
| 0134 | 729-20-00700 | Footings for Overhead Mountings (Truss) | 4 | EACH | 25,000.00 | 100,000.00 | 28,000.00 | 112,000.00 | 27,500.00 | 110,000.00 | 25,000.00 | 100,000.00 |
| 0135 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,007 | EACH | 5.00 | 10,035.00 | 5.00 | 10,035.00 | 5.00 | 10,035.00 | 4.50 | 9,031.50 |
| 0136 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 9,975 | LNFT | 1.00 | 9,975.00 | 1.00 | 9,975.00 | 1.25 | 12,468.75 | 1.00 | 9,975.00 |
| 0137 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 2,635 | LNFT | 4.10 | 10,803.50 | 4.00 | 10,540.00 | 5.75 | 15,151.25 | 4.00 | 10,540.00 |
| 0138 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 7.126 | MILE | 2,550.00 | 18,171.30 | 2,600.00 | 18,527.60 | 3,000.00 | 21,378.00 | 2,500.00 | 17,815.00 |
| 0139 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.423 | MILE | 850.00 | 2,059.55 | 800.00 | 1,938.40 | 1,150.00 | 2,786.45 | 800.00 | 1,938.40 |
| 0140 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.028 | MILE | 2,200.00 | 61.60 | 2,200.00 | 61.60 | 11,000.00 | 308.00 | 1,429.00 | 40.01 |
| 0141 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.014 | MILE | 3,000.00 | 42.00 | 3,000.00 | 42.00 | 19,000.00 | 266.00 | 2,857.00 | 40.00 |
| 0142 | 732-03-02040 | Plastic Pvmt Strip (Dotted Line)(8" W)(3' L)(Thermo 90 mil) | 0.324 | MILE | 4,200.00 | 1,360.80 | 4,500.00 | 1,458.00 | 19,000.00 | 6,156.00 | 4,148.00 | 1,343.95 |
| 0143 | 732-03-02050 | Plastic Pvmt Strip (Dotted Line)(12" W)(2' L)(Thermo 90 mil) | 0.057 | MILE | 350.00 | 19.95 | 7,000.00 | 399.00 | 21,000.00 | 1,197.00 | 6,315.00 | 359.96 |
| 0144 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 8 | EACH | 200.00 | 1,600.00 | 200.00 | 1,600.00 | 400.00 | 3,200.00 | 200.00 | 1,600.00 |
| 0145 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 4 | EACH | 200.00 | 800.00 | 200.00 | 800.00 | 225.00 | 900.00 | 200.00 | 800.00 |
| 0146 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 7 | EACH | 200.00 | 1,400.00 | 200.00 | 1,400.00 | 225.00 | 1,575.00 | 200.00 | 1,400.00 |
| 0147 | 732-04-01120 | Plastic Pavement Legends and Symbols (Arrow - Merge) | 4 | EACH | 410.00 | 1,640.00 | 400.00 | 1,600.00 | 525.00 | 2,100.00 | 400.00 | 1,600.00 |
| 0148 | 732-04-01131 | Plstc Pvmt Lgnds and Symb (Dir Arr Rndbt - Fshk) (Type LTC) | 1 | EACH | 1,025.00 | 1,025.00 | 1,100.00 | 1,100.00 | 775.00 | 775.00 | 1,000.00 | 1,000.00 |
| 0149 | 732-04-01132 | Plstc Pvmt Lgnds and Symb (Dir Arr Rndbt - Fshk) (Type TRC) | 1 | EACH | 1,025.00 | 1,025.00 | 1,100.00 | 1,100.00 | 775.00 | 775.00 | 1,000.00 | 1,000.00 |
| 0150 | 732-04-05040 | Plastic Pavement Legends and Symbols (EXIT ONLY) | 4 | EACH | 515.00 | 2,060.00 | 600.00 | 2,400.00 | 525.00 | 2,100.00 | 500.00 | 2,000.00 |
| 0151 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 1 | EACH | 300.00 | 300.00 | 300.00 | 300.00 | 275.00 | 275.00 | 300.00 | 300.00 |
| 0152 | 732-05-00100 | Removal of Existing Markings | 1.841 | MILE | 3,400.00 | 6,259.40 | 4,000.00 | 7,364.00 | 3,200.00 | 5,891.20 | 3,498.10 | 6,440.00 |
| 0153 | 733-01-00100 | Concrete Roadway Barrier (Single Faced) | 11,986.9 | LNFT | 50.00 | 599,345.00 | 52.00 | 623,318.80 | 65.00 | 779,148.50 | 70.00 | 839,083.00 |
| 0154 | 733-01-00200 | Concrete Roadway Barrier (Double Faced) | 2,942 | LNFT | 250.00 | 735,500.00 | 275.00 | 809,050.00 | 250.00 | 735,500.00 | 260.00 | 764,920.00 |
| 0155 | 735-01-00100 | Mailboxes | 7 | EACH | 60.00 | 420.00 | 1.00 | 7.00 | 10.00 | 70.00 | 5.00 | 35.00 |
| 0156 | 735-02-00100 | Mailbox Supports (Single) | 7 | EACH | 175.00 | 1,225.00 | 200.00 | 1,400.00 | 150.00 | 1,050.00 | 200.00 | 1,400.00 |
| 0157 | 736-11-00300 | Conduit (2" HDPE, Schedule 80) | 90 | LNFT | 2.00 | 180.00 | 25.00 | 2,250.00 | 22.00 | 1,980.00 | 1.25 | 112.50 |
| 0158 | 736-11-00500 | Conduit (4" HDPE, Schedule 80) | 75 | LNFT | 5.25 | 393.75 | 35.00 | 2,625.00 | 23.00 | 1,725.00 | 15.00 | 1,125.00 |
| 0159 | 737-04-00001 | Painted Curbs and Islands | 178 | SQYD | 6.00 | 1,068.00 | 5.00 | 890.00 | 9.00 | 1,602.00 | 5.00 | 890.00 |
| 0160 | 740-01-00100 | Construction Layout | 1 | LUMP | 220,000.00 | 220,000.00 | 400,000.00 | 400,000.00 | 200,000.00 | 200,000.00 | 150,000.00 | 150,000.00 |
| 0161 | 804-01-00200 | Precast Concrete Piles (14") | 3,150 | LNFT | 40.00 | 126,000.00 | 35.00 | 110,250.00 | 47.00 | 148,050.00 | 50.00 | 157,500.00 |
| 0162 | 804-01-00300 | Precast Concrete Piles (16") | 6,970 | LNFT | 50.00 | 348,500.00 | 56.00 | 390,320.00 | 66.00 | 460,020.00 | 67.00 | 466,990.00 |
| 0163 | 804-01-00600 | Precast Concrete Piles (24") | 7,490 | LNFT | 85.00 | 636,650.00 | 85.00 | 636,650.00 | 86.00 | 644,140.00 | 101.00 | 756,490.00 |
| 0164 | 804-02-00200 | Treated Timber Piles (Coastal Treatment) | 459,540 | LNFT | 14.75 | 6,778,215.00 | 13.50 | 6,203,790.00 | 13.25 | 6,088,905.00 | 14.00 | 6,433,560.00 |
| 0165 | 804-05-00600 | Precast Concrete Test Piles (24") | 1 | EACH | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 15,600.00 | 15,600.00 |
| 0166 | 804-06-00100 | Timber Test Piles | 2 | EACH | 2,500.00 | 5,000.00 | 7,000.00 | 14,000.00 | 6,000.00 | 12,000.00 | 7,800.00 | 15,600.00 |
| 0167 | 804-13-00100 | Precast Concrete Indicator Piles | 13 | EACH | 5,200.00 | 67,600.00 | 7,000.00 | 91,000.00 | 5,000.00 | 65,000.00 | 12,700.00 | 165,100.00 |
| 0168 | 804-14-00100 | Timber Indicator Piles | 97 | EACH | 2,500.00 | 242,500.00 | 1,300.00 | 126,100.00 | 900.00 | 87,300.00 | 4,000.00 | 388,000.00 |
| 0169 | 804-17-00100 | Dynamic Monitoring | 164 | EACH | 250.00 | 41,000.00 | 400.00 | 65,600.00 | 200.00 | 32,800.00 | 2,650.00 | 434,600.00 |
| 0170 | 805-01-00100 | Class A Concrete | 387.09 | CUYD | 550.00 | 212,899.50 | 700.00 | 270,963.00 | 1,250.00 | 483,862.50 | 725.00 | 280,640.25 |
| 0171 | 805-04-00100 | Class AA(M) Concrete | 935.04 | CUYD | 600.00 | 561,024.00 | 600.00 | 561,024.00 | 850.00 | 794,784.00 | 750.00 | 701,280.00 |
| 0172 | 805-11-00100 | Strip Seal Joints | 152.44 | LNFT | 150.00 | 22,866.00 | 150.00 | 22,866.00 | 150.00 | 22,866.00 | 125.00 | 19,055.00 |
| 0173 | 806-01-00100 | Deformed Reinforcing Steel | 243,292 | LB | 0.90 | 218,962.80 | 1.00 | 243,292.00 | 0.75 | 182,469.00 | 1.00 | 243,292.00 |
| 0174 | 807-01-00100 | Steel (AASHTO M 270. Grade 36) | 697 | LB | 4.25 | 2,962.25 | 14.00 | 9,758.00 | 18.00 | 12,546.00 | 14.75 | 10,280.75 |
| 0175 | 810-01-00100 | Concrete Railing (Standard Barrier) | 420 | LNFT | 60.00 | 25,200.00 | 58.00 | 24,360.00 | 75.00 | 31,500.00 | 70.00 | 29,400.00 |
| 0176 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 803.47 | LNFT | 60.00 | 48,208.20 | 60.00 | 48,208.20 | 80.00 | 64,277.60 | 70.00 | 56,242.90 |
| 0177 | 810-01-00300 | Concrete Railing (Double Face Barrier) | 210 | LNFT | 105.00 | 22,050.00 | 88.00 | 18,480.00 | 120.00 | 25,200.00 | 100.00 | 21,000.00 |
| 0178 | 813-01-00100 | Concrete Approach Slabs | 1,443.27 | SQYD | 170.00 | 245,355.90 | 210.00 | 303,086.70 | 225.00 | 324,735.75 | 235.00 | 339,168.45 |
| 0180 | NS-200-00060 | Mechanically Stabilized Earth Wall (MSEW) | 118,260 | SQFT | 23.00 | 2,719,980.00 | 25.00 | 2,956,500.00 | 21.50 | 2,542,590.00 | 21.96 | 2,596,989.60 |
| 0181 | NS-200-00070 | Temporary Mechanical Stabilized Earth Wall (TMSEW) | 24,969 | SQFT | 21.00 | 524,349.00 | 25.00 | 624,225.00 | 21.00 | 524,349.00 | 19.34 | 482,900.46 |
| 0182 | NS-203-00012 | Load Transfer Platform (Concrete)(13 inch thick) | 201,631 | SQFT | 10.10 | 2,036,473.10 | 15.00 | 3,024,465.00 | 14.20 | 2,863,160.20 | 11.50 | 2,318,756.50 |
| 0183 | NS-203-00013 | Load Transfer Platform (Concrete)(22 inch thick) | 5,825 | SQFT | 20.00 | 116,500.00 | 25.00 | 145,625.00 | 31.00 | 180,575.00 | 16.00 | 93,200.00 |
| 0184 | NS-203-00014 | Wick Drains | 253,800 | LNFT | 0.30 | 76,140.00 | 0.50 | 126,900.00 | 0.38 | 96,444.00 | 0.35 | 88,830.00 |
| 0185 | NS-300-00060 | Geogrid | 16,611 | SQYD | 2.25 | 37,374.75 | 5.00 | 83,055.00 | 3.00 | 49,833.00 | 2.00 | 33,222.00 |
| 0186 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 1,313 | LNFT | 1.50 | 1,969.50 | 3.00 | 3,939.00 | 3.00 | 3,939.00 | 3.85 | 5,055.05 |
| 0187 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 435 | LNFT | 1.75 | 761.25 | 3.00 | 1,305.00 | 5.25 | 2,283.75 | 3.85 | 1,674.75 |
| 0188 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 33,833 | INLF | 0.40 | 13,533.20 | 0.88 | 29,773.04 | 0.10 | 3,383.30 | 1.25 | 42,291.25 |
| 0189 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 60,108 | INLF | 0.60 | 36,064.80 | 1.30 | 78,140.40 | 0.10 | 6,010.80 | 1.75 | 105,189.00 |
| 0190 | NS-700-00012 | Scupper Drains | 41 | EACH | 4,500.00 | 184,500.00 | 5,000.00 | 205,000.00 | 3,600.00 | 147,600.00 | 7,000.00 | 287,000.00 |
| 0191 | NS-700-00180 | Impact Attenuator (Construction Zone) | 3 | EACH | 10,051.41 | 30,154.23 | 10,000.00 | 30,000.00 | 1,500.00 | 4,500.00 | 35,000.00 | 105,000.00 |
| 0192 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 6 | EACH | 3,496.41 | 20,978.46 | 1,500.00 | 9,000.00 | 1,500.00 | 9,000.00 | 1,500.00 | 9,000.00 |
| 0193 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 9 | EACH | 2,185.00 | 19,665.00 | 2,000.00 | 18,000.00 | 3,000.00 | 27,000.00 | 2,000.00 | 18,000.00 |
| 0194 | NS-700-00220 | Impact Attenuator (Kinetic) | 3 | EACH | 20,757.50 | 62,272.50 | 18,000.00 | 54,000.00 | 20,000.00 | 60,000.00 | 55,000.00 | 165,000.00 |
| 0195 | NS-713-00001 | Dynamic Message Sign Unit | 9 | EACH | 14,311.75 | 128,805.75 | 16,000.00 | 144,000.00 | 12,000.00 | 108,000.00 | 3,500.00 | 31,500.00 |
| 0196 | NS-722-00002 | Modular Office Building | 1 | LUMP | 25,000.00 | 25,000.00 | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 | 20,000.00 | 20,000.00 |
| 0197 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 2.1 | MILE | 3,000.00 | 6,300.00 | 2,400.00 | 5,040.00 | 4,500.00 | 9,450.00 | 530.00 | 1,113.00 |
| 0198 | NS-800-00195 | Precast Prestressed Concrete Girder (Type LG-54) Class P (X)(HPC) | 1,683.5 | LNFT | 300.00 | 505,050.00 | 300.00 | 505,050.00 | 310.00 | 521,885.00 | 350.00 | 589,225.00 |
| 0200 | NS-813-00001 | Settlement Plate Installation & Monitoring | 3 | EACH | 850.00 | 2,550.00 | 2,500.00 | 7,500.00 | 2,000.00 | 6,000.00 | 5,500.00 | 16,500.00 |
| 0201 | NS-MSC-00120 | Drainage Structure (Paved Gutter Drain, PG Drain-01) | 12 | EACH | 1,275.00 | 15,300.00 | 4,000.00 | 48,000.00 | 4,000.00 | 48,000.00 | 1,450.00 | 17,400.00 |
| 0202 | NS-MSC-00181 | Liquid Settlement Monitoring Instrumentation | 1 | EACH | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 |
| 0203 | 202-02-02020 | Removal of Asphalt Pavement | 14,446.3 | SQYD | 10.00 | 144,463.00 | 3.40 | 49,117.42 | 9.25 | 133,628.28 | 20.00 | 288,926.00 |
| 0204 | 202-02-06101 | Removal of Concrete Median Barrier and Footing | 2,761 | SQYD | 40.00 | 110,440.00 | 24.00 | 66,264.00 | 71.00 | 196,031.00 | 54.00 | 149,094.00 |
| 0205 | 202-02-46002 | Removal of Walls, Retaining Structure, Concrete | 322 | SQYD | 50.00 | 16,100.00 | 20.00 | 6,440.00 | 48.00 | 15,456.00 | 110.00 | 35,420.00 |
| 0206 | 701-03-02040 | Storm Drain Pipe (Outfall) (24" PP or 30" CMP) (24" PP) | 95 | LNFT | 100.00 | 9,500.00 | 75.00 | 7,125.00 | 45.00 | 4,275.00 | 70.00 | 6,650.00 |
| 0207 | 804-01-00600 | Precast Concrete Piles (24") {Department Furnished Piles} | 300 | LNFT | 40.00 | 12,000.00 | 25.00 | 7,500.00 | 7.00 | 2,100.00 | 33.00 | 9,900.00 |
| 0208 | 804-09-00100 | Loading Test Piles | 3 | EACH | 25,000.00 | 75,000.00 | 25,000.00 | 75,000.00 | 26,000.00 | 78,000.00 | 24,250.00 | 72,750.00 |
| 0209 | NS-804-00006 | Vibration Monitoring | 100 | DAY | 500.00 | 50,000.00 | 1,000.00 | 100,000.00 | 1,400.00 | 140,000.00 | 750.00 | 75,000.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 38,647,146.64 | 39,756,953.25 | 41,863,737.39 | 41,545,867.92 | ||||||||
| NUMBER OF DAYS BID AT $15000 PER DAY. | 5,850,000.00 | 6,150,000.00 | 5,475,000.00 | 6,750,000.00 | ||||||||
| TOTAL BID | 44,497,146.64 | 45,906,953.25 | 47,338,737.39 | 48,295,867.92 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Kiewit Louisiana Co. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0005 | 202-02-00010 | Removal of Concrete Barrier | 1 | EACH | 100,000.00 | 100,000.00 |
| 0006 | 202-02-02000 | Removal of Asphalt Drives | 23 | SQYD | 6.02 | 138.46 |
| 0007 | 202-02-05000 | Removal of Building (Cove Lane Sta. 18+47 Rt., 16' x 35' Pool) | 1 | EACH | 4,213.40 | 4,213.40 |
| 0008 | 202-02-05000 | Removal of Building (Cove Lane Sta. 19+10 Lt., 70' x 50' Res. W/Carport) | 1 | EACH | 11,737.32 | 11,737.32 |
| 0009 | 202-02-05000 | Removal of Building (Cove Lane Sta. 18+40 Rt., 18' x 24' Structure) | 1 | EACH | 963.06 | 963.06 |
| 0010 | 202-02-06040 | Removal of Concrete Box Headwall (Sta. 134+84 LT; 135+12 RT) | 2 | EACH | 1,696.52 | 3,393.04 |
| 0011 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,327 | SQYD | 8.43 | 11,186.61 |
| 0012 | 202-02-12020 | Removal of Fence (Chain Link) | 815 | LNFT | 6.08 | 4,955.20 |
| 0013 | 202-02-14500 | Removal of Guard Rail | 639 | LNFT | 13.41 | 8,568.99 |
| 0014 | 202-02-18000 | Removal of Impact Attenuator | 1 | EACH | 3,294.64 | 3,294.64 |
| 0015 | 202-02-32000 | Removal of Paved Ditches | 1,091 | SQYD | 13.26 | 14,466.66 |
| 0016 | 202-02-32100 | Removal of Pipe (Cross Drain) (I-210 Sta. 122+46, 30" RCP) | 133 | LNFT | 38.34 | 5,099.22 |
| 0017 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 4,711 | SQYD | 12.06 | 56,814.66 |
| 0018 | 202-02-38240 | Removal of Signs and Supports | 9 | EACH | 1,135.81 | 10,222.29 |
| 0019 | 202-02-38330 | Removal of Sign Cantilever and Footing | 3 | EACH | 7,367.42 | 22,102.26 |
| 0020 | 202-02-38360 | Removal of Sign Faces | 8 | EACH | 122.80 | 982.40 |
| 0021 | 202-02-38500 | Removal of Surfacing and Stablized Base | 13,289.4 | SQYD | 37.06 | 492,505.16 |
| 0023 | 202-03-38000 | Relocation of Sign (Sta. 148+00 Rt.; "East, I-210, Mile, 4") | 1 | EACH | 613.94 | 613.94 |
| 0024 | 202-03-38000 | Relocation of Sign (Sta. 145+00 Rt.; "Casino Area, Exit 4...") | 1 | EACH | 613.94 | 613.94 |
| 0025 | 202-03-38000 | Relocation of Sign (Sta. 142+00 Rt.; "L'Auberge Blvd., Nelson Rd., 1/2 Mile...") | 1 | EACH | 613.94 | 613.94 |
| 0026 | 202-03-38000 | Relocation of Sign (Sta. 148+20 Lt.; "West, I-210, Mile, 4") | 1 | EACH | 613.94 | 613.94 |
| 0027 | 202-03-38000 | Relocation of Sign (Sta. 107+48 Lt.; "Bridge Ices Before Road") | 1 | EACH | 613.94 | 613.94 |
| 0028 | 202-03-38000 | Relocation of Sign (Sta. 103+50 Rt.; "Lake Charles Corp Limit") | 1 | EACH | 613.94 | 613.94 |
| 0029 | 203-01-00100 | General Excavation | 50,642 | CUYD | 15.45 | 782,418.90 |
| 0030 | 203-03-00100 | Embankment | 14,769 | CUYD | 24.08 | 355,637.52 |
| 0031 | 203-04-00200 | Nonplastic Embankment (Sand) | 118,178 | CUYD | 58.28 | 6,887,413.84 |
| 0032 | 203-08-00100 | Geotextile Fabric | 6,876 | SQYD | 1.55 | 10,657.80 |
| 0033 | 204-02-00100 | Temporary Hay or Straw Bales | 135 | EACH | 14.45 | 1,950.75 |
| 0034 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 19 | EACH | 144.46 | 2,744.74 |
| 0035 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 3 | EACH | 153.50 | 460.50 |
| 0036 | 204-06-00100 | Temporary Silt Fencing | 14,246 | LNFT | 1.80 | 25,642.80 |
| 0037 | 204-07-00100 | Temporary Stone Construction Entrance | 8 | EACH | 1,780.45 | 14,243.60 |
| 0038 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 9,117.4 | SQYD | 14.46 | 131,837.60 |
| 0039 | 302-02-01561 | Class II Base Course (5" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 1,027 | SQYD | 25.92 | 26,619.84 |
| 0040 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 9,117.4 | SQYD | 25.40 | 231,581.96 |
| 0041 | 302-02-03121 | Class II Base Course (8" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 7,913.4 | SQYD | 21.94 | 173,620.00 |
| 0042 | 302-02-05020 | Class II Base Course (10" Thick) (Soil Cement) | 8,471.2 | SQYD | 35.51 | 300,812.31 |
| 0043 | 302-02-05121 | Class II Base Course (10" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 40,129.6 | SQYD | 24.66 | 989,595.94 |
| 0044 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 9,564 | SQYD | 16.62 | 158,953.68 |
| 0045 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 5,000 | CUYD | 30.09 | 150,450.00 |
| 0046 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 1,396.5 | TON | 249.27 | 348,105.56 |
| 0047 | 501-02-00001 | Tack Coat | 5,038 | GAL | 4.67 | 23,527.46 |
| 0048 | 502-01-00100 | Superpave Asphaltic Concrete | 6,868.8 | TON | 118.86 | 816,425.57 |
| 0049 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,850.2 | TON | 111.75 | 318,509.85 |
| 0050 | 509-01-00100 | Cold Planing Asphaltic Pavement | 897 | SQYD | 27.63 | 24,784.11 |
| 0051 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -31 | CUYD | 3.00 | -93.00 |
| 0052 | 601-01-00300 | Portland Cement Concrete Pavement (9" Thick) | 313.4 | SQYD | 225.09 | 70,543.21 |
| 0053 | 601-01-01100 | Portland Cement Concrete Pavement (13" Thick) | 22,697.5 | SQYD | 74.00 | 1,679,615.00 |
| 0054 | 601-02-01700 | Portland Cement Concrete Pavement (13" Thick) (Crossovers & Turnouts) | 5,204.3 | SQYD | 84.55 | 440,023.57 |
| 0055 | 601-03-01100 | Portland Cement Concrete Shoulder (10" Thick) | 211.3 | SQYD | 256.34 | 54,164.64 |
| 0056 | 601-03-01700 | Portland Cement Concrete Shoulder (13" Thick) | 12,617.9 | SQYD | 70.00 | 883,253.00 |
| 0057 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 40 | EACH | 214.88 | 8,595.20 |
| 0058 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 196 | LNFT | 156.44 | 30,662.24 |
| 0059 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 155 | LNFT | 93.04 | 14,421.20 |
| 0060 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 110 | LNFT | 113.80 | 12,518.00 |
| 0061 | 701-03-01080 | Storm Drain Pipe (36" RCP/PP) | 54 | LNFT | 402.29 | 21,723.66 |
| 0062 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 430 | LNFT | 70.00 | 30,100.00 |
| 0063 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 56 | LNFT | 105.13 | 5,887.28 |
| 0064 | 701-14-00100 | Cleaning Existing Pipes | 1,100 | LNFT | 31.94 | 35,134.00 |
| 0065 | 701-15-00100 | Concrete Collar | 4 | EACH | 667.20 | 2,668.80 |
| 0066 | 702-03-00100 | Catch Basins (CB-01) | 6 | EACH | 5,766.87 | 34,601.22 |
| 0067 | 702-03-00700 | Catch Basins (CB-08) | 2 | EACH | 10,610.09 | 21,220.18 |
| 0068 | 702-04-00100 | Adjusting Manholes | 1 | EACH | 4,161.42 | 4,161.42 |
| 0069 | 702-04-00200 | Adjusting Catch Basins | 3 | EACH | 4,604.95 | 13,814.85 |
| 0070 | 702-07-00100 | Cross Drain Safety End (Type 1) | 1 | EACH | 5,295.93 | 5,295.93 |
| 0071 | 703-01-00100 | Shoulder Underdrain Systems | 5,177 | LNFT | 21.47 | 111,150.19 |
| 0072 | 703-02-00100 | Shoulder Outlet Underdrains | 28 | EACH | 740.28 | 20,727.84 |
| 0073 | 703-03-00100 | Perforated Pipe Underdrains | 180 | LNFT | 21.47 | 3,864.60 |
| 0074 | 703-04-00100 | Nonperforated Pipe Underdrains | 60 | LNFT | 30.91 | 1,854.60 |
| 0075 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 143.8 | LNFT | 59.59 | 8,569.04 |
| 0076 | 704-03-00100 | Blocked Out Guard Rail | 1,282.5 | LNFT | 25.77 | 33,050.03 |
| 0077 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 31.3 | LNFT | 109.55 | 3,428.92 |
| 0078 | 704-07-00100 | Guard Rail Bridge Attachments | 43.8 | LNFT | 57.78 | 2,530.76 |
| 0079 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 250 | LNFT | 74.63 | 18,657.50 |
| 0080 | 704-11-00100 | Guard Rail End Treatment (Flared) | 7 | EACH | 2,528.04 | 17,696.28 |
| 0081 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | EACH | 2,829.00 | 2,829.00 |
| 0082 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 5,331 | LNFT | 20.44 | 108,965.64 |
| 0083 | 706-02-00200 | Concrete Drive (6" Thick) | 501.1 | SQYD | 56.58 | 28,352.24 |
| 0084 | 706-02-00300 | Concrete Drive (8" Thick) | 143.3 | SQYD | 67.41 | 9,659.85 |
| 0085 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 1,844.7 | SQYD | 42.14 | 77,735.66 |
| 0086 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,995.8 | SQYD | 45.75 | 91,307.85 |
| 0087 | 706-03-00500 | Incidental Concrete Paving (8" Thick) | 305.2 | SQYD | 43.94 | 13,410.49 |
| 0088 | 707-01-00300 | Concrete Curb (Mountable) | 265.3 | LNFT | 101.08 | 26,816.52 |
| 0089 | 707-03-00100 | Combination Concrete Curb and Gutter | 3,001.5 | LNFT | 32.51 | 97,578.77 |
| 0090 | 708-01-00100 | Right-of-Way Monument | 14 | EACH | 601.91 | 8,426.74 |
| 0091 | 708-02-00100 | Right-of-Way Monument Witness Post | 8 | EACH | 601.91 | 4,815.28 |
| 0092 | 710-01-00100 | Flowable Fill | 1 | CUYD | 246.87 | 246.87 |
| 0093 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 117 | SQYD | 167.03 | 19,542.51 |
| 0094 | 711-04-00100 | Geotextile Fabric | 117 | SQYD | 1.03 | 120.51 |
| 0095 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 1,480 | SQYD | 79.25 | 117,290.00 |
| 0096 | 712-04-00100 | Flexible Revetment | 165 | SQYD | 72.23 | 11,917.95 |
| 0097 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 |
| 0098 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 1,033 | LNFT | 0.36 | 371.88 |
| 0099 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.654 | MILE | 481.53 | 2,241.04 |
| 0100 | 713-03-02020 | Temporary Pavement Markings (Broken Line) (4" W) (10' L) (Type 1 Removable) | 2.206 | MILE | 4,815.32 | 10,622.60 |
| 0101 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 10.811 | MILE | 963.06 | 10,411.64 |
| 0102 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 4.949 | MILE | 15,649.76 | 77,450.66 |
| 0103 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 4 | EACH | 120.39 | 481.56 |
| 0104 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 1,048 | EACH | 5.41 | 5,669.68 |
| 0105 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 220 | EACH | 4,768.50 | 1,049,070.00 |
| 0106 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 187 | EACH | 265.80 | 49,704.60 |
| 0107 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 315 | EACH | 231.02 | 72,771.30 |
| 0108 | 716-01-00100 | Mulch (Vegetative) | 8.1 | TON | 1,023.25 | 8,288.33 |
| 0109 | 717-01-00100 | Seeding | 218 | LB | 14.45 | 3,150.10 |
| 0110 | 718-01-00100 | Fertilizer | 7,267 | LB | 0.81 | 5,886.27 |
| 0111 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 879 | SQYD | 1.39 | 1,221.81 |
| 0112 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 598 | SQYD | 1.39 | 831.22 |
| 0113 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 228 | SQYD | 1.98 | 451.44 |
| 0114 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 87,238.80 | 87,238.80 |
| 0115 | 725-01-00100 | Temporary Detour Roads | 6,888.8 | SQYD | 140.16 | 965,534.21 |
| 0116 | 726-01-00100 | Bedding Material | 105.9 | CUYD | 97.23 | 10,296.66 |
| 0117 | 727-01-00100 | Mobilization | 1 | LUMP | 4,925,000.00 | 4,925,000.00 |
| 0118 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 694.6 | SQFT | 24.55 | 17,052.43 |
| 0119 | 729-04-00102 | Sign (Type D)(Furnish and Install) | 243.8 | SQFT | 30.70 | 7,484.66 |
| 0120 | 729-05-00102 | Sign (Type E)(Furnish and Install) | 264 | SQFT | 30.70 | 8,104.80 |
| 0121 | 729-06-00102 | Sign (Overhead Mounted)(Furnish and Install) | 850.3 | SQFT | 36.84 | 31,325.05 |
| 0122 | 729-08-00100 | Mounting (2 1/2" Size Post) | 38 | EACH | 982.33 | 37,328.54 |
| 0123 | 729-08-00200 | Mounting (3 1/2" Size Post) | 3 | EACH | 1,105.11 | 3,315.33 |
| 0124 | 729-08-00300 | Mounting (5" Size Post) | 15 | EACH | 1,841.85 | 27,627.75 |
| 0125 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 10 | EACH | 1,441.18 | 14,411.80 |
| 0126 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 2 | EACH | 3,069.76 | 6,139.52 |
| 0127 | 729-08-00900 | Mounting (W10 x 33 Size Post) | 2 | EACH | 3,438.13 | 6,876.26 |
| 0128 | 729-09-00500 | Mounting (Overhead Truss) (Ground Mounted) (84' Span) | 1 | EACH | 79,813.80 | 79,813.80 |
| 0129 | 729-09-01100 | Mounting (Overhead Truss) (Ground Mounted) (120' Span) | 1 | EACH | 104,371.90 | 104,371.90 |
| 0130 | 729-11-00100 | Mounting (Overhead Cantilever) (Ground Mounted) | 3 | EACH | 39,292.96 | 117,878.88 |
| 0131 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 2 | EACH | 10,437.18 | 20,874.36 |
| 0132 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | EACH | 73.67 | 1,031.38 |
| 0133 | 729-20-00600 | Footings for Overhead Mountings (Cantilever) | 3 | EACH | 56,065.10 | 168,195.30 |
| 0134 | 729-20-00700 | Footings for Overhead Mountings (Truss) | 4 | EACH | 36,837.14 | 147,348.56 |
| 0135 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,007 | EACH | 5.41 | 10,857.87 |
| 0136 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 9,975 | LNFT | 1.20 | 11,970.00 |
| 0137 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 2,635 | LNFT | 4.82 | 12,700.70 |
| 0138 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 7.126 | MILE | 3,009.57 | 21,446.20 |
| 0139 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.423 | MILE | 963.06 | 2,333.49 |
| 0140 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.028 | MILE | 2,407.61 | 67.41 |
| 0141 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.014 | MILE | 4,815.22 | 67.41 |
| 0142 | 732-03-02040 | Plastic Pvmt Strip (Dotted Line)(8" W)(3' L)(Thermo 90 mil) | 0.324 | MILE | 5,055.97 | 1,638.13 |
| 0143 | 732-03-02050 | Plastic Pvmt Strip (Dotted Line)(12" W)(2' L)(Thermo 90 mil) | 0.057 | MILE | 7,222.82 | 411.70 |
| 0144 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 8 | EACH | 240.76 | 1,926.08 |
| 0145 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 4 | EACH | 240.76 | 963.04 |
| 0146 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 7 | EACH | 240.76 | 1,685.32 |
| 0147 | 732-04-01120 | Plastic Pavement Legends and Symbols (Arrow - Merge) | 4 | EACH | 481.53 | 1,926.12 |
| 0148 | 732-04-01131 | Plstc Pvmt Lgnds and Symb (Dir Arr Rndbt - Fshk) (Type LTC) | 1 | EACH | 1,203.81 | 1,203.81 |
| 0149 | 732-04-01132 | Plstc Pvmt Lgnds and Symb (Dir Arr Rndbt - Fshk) (Type TRC) | 1 | EACH | 1,203.81 | 1,203.81 |
| 0150 | 732-04-05040 | Plastic Pavement Legends and Symbols (EXIT ONLY) | 4 | EACH | 601.91 | 2,407.64 |
| 0151 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 1 | EACH | 361.14 | 361.14 |
| 0152 | 732-05-00100 | Removal of Existing Markings | 1.841 | MILE | 4,213.40 | 7,756.87 |
| 0153 | 733-01-00100 | Concrete Roadway Barrier (Single Faced) | 11,986.9 | LNFT | 52.92 | 634,346.75 |
| 0154 | 733-01-00200 | Concrete Roadway Barrier (Double Faced) | 2,942 | LNFT | 112.06 | 329,680.52 |
| 0155 | 735-01-00100 | Mailboxes | 7 | EACH | 7.30 | 51.10 |
| 0156 | 735-02-00100 | Mailbox Supports (Single) | 7 | EACH | 141.52 | 990.64 |
| 0157 | 736-11-00300 | Conduit (2" HDPE, Schedule 80) | 90 | LNFT | 4.01 | 360.90 |
| 0158 | 736-11-00500 | Conduit (4" HDPE, Schedule 80) | 75 | LNFT | 13.93 | 1,044.75 |
| 0159 | 737-04-00001 | Painted Curbs and Islands | 178 | SQYD | 6.02 | 1,071.56 |
| 0160 | 740-01-00100 | Construction Layout | 1 | LUMP | 250,000.00 | 250,000.00 |
| 0161 | 804-01-00200 | Precast Concrete Piles (14") | 3,150 | LNFT | 42.00 | 132,300.00 |
| 0162 | 804-01-00300 | Precast Concrete Piles (16") | 6,970 | LNFT | 51.00 | 355,470.00 |
| 0163 | 804-01-00600 | Precast Concrete Piles (24") | 7,490 | LNFT | 84.00 | 629,160.00 |
| 0164 | 804-02-00200 | Treated Timber Piles (Coastal Treatment) | 459,540 | LNFT | 12.50 | 5,744,250.00 |
| 0165 | 804-05-00600 | Precast Concrete Test Piles (24") | 1 | EACH | 300,000.00 | 300,000.00 |
| 0166 | 804-06-00100 | Timber Test Piles | 2 | EACH | 100,000.00 | 200,000.00 |
| 0167 | 804-13-00100 | Precast Concrete Indicator Piles | 13 | EACH | 3,000.00 | 39,000.00 |
| 0168 | 804-14-00100 | Timber Indicator Piles | 97 | EACH | 750.00 | 72,750.00 |
| 0169 | 804-17-00100 | Dynamic Monitoring | 164 | EACH | 2,200.00 | 360,800.00 |
| 0170 | 805-01-00100 | Class A Concrete | 387.09 | CUYD | 1,630.92 | 631,312.82 |
| 0171 | 805-04-00100 | Class AA(M) Concrete | 935.04 | CUYD | 1,354.01 | 1,266,053.51 |
| 0172 | 805-11-00100 | Strip Seal Joints | 152.44 | LNFT | 193.66 | 29,521.53 |
| 0173 | 806-01-00100 | Deformed Reinforcing Steel | 243,292 | LB | 1.08 | 262,755.36 |
| 0174 | 807-01-00100 | Steel (AASHTO M 270. Grade 36) | 697 | LB | 2.83 | 1,972.51 |
| 0175 | 810-01-00100 | Concrete Railing (Standard Barrier) | 420 | LNFT | 72.23 | 30,336.60 |
| 0176 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 803.47 | LNFT | 78.25 | 62,871.53 |
| 0177 | 810-01-00300 | Concrete Railing (Double Face Barrier) | 210 | LNFT | 150.48 | 31,600.80 |
| 0178 | 813-01-00100 | Concrete Approach Slabs | 1,443.27 | SQYD | 311.43 | 449,477.58 |
| 0180 | NS-200-00060 | Mechanically Stabilized Earth Wall (MSEW) | 118,260 | SQFT | 44.14 | 5,219,996.40 |
| 0181 | NS-200-00070 | Temporary Mechanical Stabilized Earth Wall (TMSEW) | 24,969 | SQFT | 47.05 | 1,174,791.45 |
| 0182 | NS-203-00012 | Load Transfer Platform (Concrete)(13 inch thick) | 201,631 | SQFT | 22.50 | 4,536,697.50 |
| 0183 | NS-203-00013 | Load Transfer Platform (Concrete)(22 inch thick) | 5,825 | SQFT | 36.00 | 209,700.00 |
| 0184 | NS-203-00014 | Wick Drains | 253,800 | LNFT | 0.62 | 157,356.00 |
| 0185 | NS-300-00060 | Geogrid | 16,611 | SQYD | 2.06 | 34,218.66 |
| 0186 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 1,313 | LNFT | 4.73 | 6,210.49 |
| 0187 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 435 | LNFT | 4.73 | 2,057.55 |
| 0188 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 33,833 | INLF | 1.53 | 51,764.49 |
| 0189 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 60,108 | INLF | 1.82 | 109,396.56 |
| 0190 | NS-700-00012 | Scupper Drains | 41 | EACH | 2,808.08 | 115,131.28 |
| 0191 | NS-700-00180 | Impact Attenuator (Construction Zone) | 3 | EACH | 9,863.87 | 29,591.61 |
| 0192 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 6 | EACH | 1,972.78 | 11,836.68 |
| 0193 | NS-700-00182 | Repair and Restoration of Impact Attenuator (Const Zone) | 9 | EACH | 2,630.37 | 23,673.33 |
| 0194 | NS-700-00220 | Impact Attenuator (Kinetic) | 3 | EACH | 21,066.99 | 63,200.97 |
| 0195 | NS-713-00001 | Dynamic Message Sign Unit | 9 | EACH | 18,659.33 | 167,933.97 |
| 0196 | NS-722-00002 | Modular Office Building | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0197 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 2.1 | MILE | 4,242.06 | 8,908.33 |
| 0198 | NS-800-00195 | Precast Prestressed Concrete Girder (Type LG-54) Class P (X)(HPC) | 1,683.5 | LNFT | 467.95 | 787,793.83 |
| 0200 | NS-813-00001 | Settlement Plate Installation & Monitoring | 3 | EACH | 3,009.57 | 9,028.71 |
| 0201 | NS-MSC-00120 | Drainage Structure (Paved Gutter Drain, PG Drain-01) | 12 | EACH | 5,877.50 | 70,530.00 |
| 0202 | NS-MSC-00181 | Liquid Settlement Monitoring Instrumentation | 1 | EACH | 12,038.29 | 12,038.29 |
| 0203 | 202-02-02020 | Removal of Asphalt Pavement | 14,446.3 | SQYD | 51.55 | 744,706.77 |
| 0204 | 202-02-06101 | Removal of Concrete Median Barrier and Footing | 2,761 | SQYD | 54.13 | 149,452.93 |
| 0205 | 202-02-46002 | Removal of Walls, Retaining Structure, Concrete | 322 | SQYD | 111.28 | 35,832.16 |
| 0206 | 701-03-02040 | Storm Drain Pipe (Outfall) (24" PP or 30" CMP) (24" PP) | 95 | LNFT | 101.70 | 9,661.50 |
| 0207 | 804-01-00600 | Precast Concrete Piles (24") {Department Furnished Piles} | 300 | LNFT | 31.71 | 9,513.00 |
| 0208 | 804-09-00100 | Loading Test Piles | 3 | EACH | 14,044.67 | 42,134.01 |
| 0209 | NS-804-00006 | Vibration Monitoring | 100 | DAY | 120.39 | 12,039.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 50,978,352.17 | |||||
| NUMBER OF DAYS BID AT $15000 PER DAY. | 5,250,000.00 | |||||
| TOTAL BID | 56,228,352.17 | |||||