Bid Tabulations
Letting of
11/14/2012
LA DOTD Headquarters
| Lead Project: H.000504.6 | |
| Parish: St. Tammany | |
| Routes: US 190 | |
| Description: Roundabout at E. Jct. LA 434 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC PAVEMENT, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $1,227,007.32 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49356 | Kort's Trucking Inc. | $1,120,584.85 |
| 2 | 48896 | Command Construction Industries LLC | $1,188,031.50 |
| 3 | 06487 | Huey Stockstill, Inc. | $1,193,477.38 |
| 4 | 52550 | Gibbs & Register Inc. | $1,218,517.20 |
| 5 | 02179 | Boh Bros. Construction Co., LLC. | $1,319,532.64 |
| 6 | 00935 | Fleming Construction Co., LLC | $1,428,275.58 |
| 7 | 04674 | Durr Heavy Construction L.L.C. | $1,652,995.91 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Kort's Trucking Inc. |
- 2 - Command Construction Industries LLC |
- 3 - Huey Stockstill, Inc. |
- 4 - Gibbs & Register Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02000 | Removal of Asphalt Drives | 437 | SQYD | 9.00 | 3,933.00 | 5.00 | 2,185.00 | 9.00 | 3,933.00 | 12.00 | 5,244.00 |
| 0002 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 155 | LNFT | 7.00 | 1,085.00 | 5.00 | 775.00 | 10.00 | 1,550.00 | 9.00 | 1,395.00 |
| 0003 | 202-02-32000 | Removal of Paved Ditches | 25 | SQYD | 25.00 | 625.00 | 20.00 | 500.00 | 30.00 | 750.00 | 28.00 | 700.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) STA. 11+50 24" RCP | 68 | LNFT | 30.00 | 2,040.00 | 20.00 | 1,360.00 | 16.00 | 1,088.00 | 14.00 | 952.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 4,424 | SQYD | 10.50 | 46,452.00 | 5.00 | 22,120.00 | 9.00 | 39,816.00 | 10.00 | 44,240.00 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 50,000.00 | 50,000.00 | 125,000.00 | 125,000.00 | 59,000.00 | 59,000.00 | 75,000.00 | 75,000.00 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 49 | EACH | 12.50 | 612.50 | 50.00 | 2,450.00 | 15.00 | 735.00 | 15.00 | 735.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 3,100 | LNFT | 1.45 | 4,495.00 | 2.00 | 6,200.00 | 2.40 | 7,440.00 | 2.00 | 6,200.00 |
| 0010 | 304-05-00100 | Lime Treatment (Type E) | 20 | TON | 250.00 | 5,000.00 | 450.00 | 9,000.00 | 450.00 | 9,000.00 | 450.00 | 9,000.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 50 | CUYD | 45.00 | 2,250.00 | 20.00 | 1,000.00 | 68.00 | 3,400.00 | 150.00 | 7,500.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 45.00 | 900.00 | 40.00 | 800.00 | 36.00 | 720.00 | 35.00 | 700.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 1,514.7 | TON | 135.00 | 204,484.50 | 110.00 | 166,617.00 | 107.00 | 162,072.90 | 110.00 | 166,617.00 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 2,085 | SQYD | 9.00 | 18,765.00 | 10.00 | 20,850.00 | 8.60 | 17,931.00 | 9.00 | 18,765.00 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -97 | CUYD | 1.00 | -97.00 | 1.00 | -97.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0016 | 601-01-00300 | Portland Cement Concrete Pavement (9" Thick) | 76.2 | SQYD | 115.00 | 8,763.00 | 100.00 | 7,620.00 | 100.00 | 7,620.00 | 150.00 | 11,430.00 |
| 0017 | 601-01-00500 | Portland Cement Concrete Pavement (10" Thick) | 293.2 | SQYD | 125.00 | 36,650.00 | 110.00 | 32,252.00 | 120.00 | 35,184.00 | 150.00 | 43,980.00 |
| 0018 | 701-04-01040 | Storm Drain Pipe Arch (24" Equiv. RCPA) | 416 | LNFT | 65.00 | 27,040.00 | 100.00 | 41,600.00 | 90.00 | 37,440.00 | 95.00 | 39,520.00 |
| 0019 | 701-07-00100 | Yard Drain Pipe (4") | 140 | LNFT | 12.00 | 1,680.00 | 10.00 | 1,400.00 | 13.00 | 1,820.00 | 75.00 | 10,500.00 |
| 0020 | 702-02-00300 | Manholes (R-CB-11 MOD) | 1 | EACH | 2,200.00 | 2,200.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0021 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 2,000.00 | 4,000.00 | 5,000.00 | 10,000.00 | 3,000.00 | 6,000.00 | 4,200.00 | 8,400.00 |
| 0022 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 1,800.00 | 1,800.00 | 5,500.00 | 5,500.00 | 4,000.00 | 4,000.00 | 4,500.00 | 4,500.00 |
| 0023 | 706-02-00100 | Concrete Drive (4" Thick) | 112 | SQYD | 65.00 | 7,280.00 | 50.00 | 5,600.00 | 74.00 | 8,288.00 | 60.00 | 6,720.00 |
| 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 391.4 | SQYD | 70.00 | 27,398.00 | 55.00 | 21,527.00 | 75.00 | 29,355.00 | 70.00 | 27,398.00 |
| 0025 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 28.5 | SQYD | 80.00 | 2,280.00 | 50.00 | 1,425.00 | 77.00 | 2,194.50 | 95.00 | 2,707.50 |
| 0026 | 706-03-00500 | Incidental Concrete Paving (8" Thick) | 117.24 | SQYD | 125.00 | 14,655.00 | 70.00 | 8,206.80 | 79.00 | 9,261.96 | 100.00 | 11,724.00 |
| 0027 | 707-01-00100 | Concrete Curb | 527.8 | LNFT | 15.00 | 7,917.00 | 15.00 | 7,917.00 | 18.00 | 9,500.40 | 15.00 | 7,917.00 |
| 0028 | 707-03-00100 | Combination Concrete Curb and Gutter | 2,425.5 | LNFT | 30.00 | 72,765.00 | 40.00 | 97,020.00 | 16.00 | 38,808.00 | 25.00 | 60,637.50 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 70,000.00 | 70,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 |
| 0031 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 100 | EACH | 5.00 | 500.00 | 1.00 | 100.00 | 1.30 | 130.00 | 3.00 | 300.00 |
| 0032 | 715-01-00100 | Topsoil | 600 | CUYD | 15.00 | 9,000.00 | 10.00 | 6,000.00 | 25.00 | 15,000.00 | 30.00 | 18,000.00 |
| 0033 | 716-01-00100 | Mulch (Vegetative) | 4.5 | TON | 1,000.00 | 4,500.00 | 500.00 | 2,250.00 | 700.00 | 3,150.00 | 1,100.00 | 4,950.00 |
| 0034 | 717-01-00100 | Seeding | 90 | LB | 10.00 | 900.00 | 20.00 | 1,800.00 | 15.00 | 1,350.00 | 11.00 | 990.00 |
| 0035 | 718-01-00100 | Fertilizer | 3,000 | LB | 0.70 | 2,100.00 | 1.00 | 3,000.00 | 0.60 | 1,800.00 | 1.00 | 3,000.00 |
| 0036 | 725-01-00100 | Temporary Detour Roads | 1,160.2 | SQYD | 65.00 | 75,413.00 | 40.00 | 46,408.00 | 56.00 | 64,971.20 | 65.00 | 75,413.00 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 110,000.00 | 110,000.00 | 114,000.00 | 114,000.00 | 120,000.00 | 120,000.00 |
| 0038 | 729-01-00100 | Sign (Type A) | 242.3 | SQFT | 18.00 | 4,361.40 | 26.00 | 6,299.80 | 19.00 | 4,603.70 | 20.00 | 4,846.00 |
| 0039 | 729-08-00100 | Mounting (2 1/2" Size Post) | 9 | EACH | 475.00 | 4,275.00 | 800.00 | 7,200.00 | 500.00 | 4,500.00 | 500.00 | 4,500.00 |
| 0040 | 729-21-00100 | U-Channel Post | 23 | EACH | 55.00 | 1,265.00 | 100.00 | 2,300.00 | 60.00 | 1,380.00 | 60.00 | 1,380.00 |
| 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 375 | EACH | 5.00 | 1,875.00 | 6.00 | 2,250.00 | 7.00 | 2,625.00 | 8.00 | 3,000.00 |
| 0042 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 400 | LNFT | 2.00 | 800.00 | 5.00 | 2,000.00 | 1.50 | 600.00 | 4.00 | 1,600.00 |
| 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.135 | MILE | 4,000.00 | 4,540.00 | 3,000.00 | 3,405.00 | 3,000.00 | 3,405.00 | 4,500.00 | 5,107.50 |
| 0044 | 735-01-00100 | Mailboxes | 2 | EACH | 8.00 | 16.00 | 1.00 | 2.00 | 7.00 | 14.00 | 10.00 | 20.00 |
| 0045 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 150.00 | 300.00 | 165.00 | 330.00 | 150.00 | 300.00 | 150.00 | 300.00 |
| 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 1,000.00 | 1,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 |
| 0047 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 120 | INLF | 1.00 | 120.00 | 5.00 | 600.00 | 1.20 | 144.00 | 1.00 | 120.00 |
| 0048 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 3,316.8 | INLF | 1.25 | 4,146.00 | 3.00 | 9,950.40 | 1.90 | 6,301.92 | 1.50 | 4,975.20 |
| 0049 | NS-713-00001 | Dynamic Message Sign Unit | 3 | EACH | 5,000.00 | 15,000.00 | 10,000.00 | 30,000.00 | 6,000.00 | 18,000.00 | 5,000.00 | 15,000.00 |
| 0050 | NS-MSC-00120 | Drainage Structure PAVED GUTTER DRAIN | 16 | EACH | 2,250.00 | 36,000.00 | 2,500.00 | 40,000.00 | 4,600.00 | 73,600.00 | 2,500.00 | 40,000.00 |
| 0051 | 302-02-06080 | Class II Base Course (12" Thick) (Asphaltic Concrete Base on Embankment Layer) | 4,857 | SQYD | 52.75 | 256,206.75 | 45.00 | 218,565.00 | 56.00 | 271,992.00 | 57.00 | 276,849.00 |
| 0052 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 1.9 | MILE | 11,525.00 | 21,897.50 | 10,000.00 | 19,000.00 | 9,000.00 | 17,100.00 | 7,500.00 | 14,250.00 |
| 0053 | 737-04-00001 | Painted Curbs and Islands | 132 | SQYD | 16.00 | 2,112.00 | 12.00 | 1,584.00 | 11.00 | 1,452.00 | 9.00 | 1,188.00 |
| 0054 | 732-03-02050 | Plastic Pvmt Strip (Dotted Line)(12" W)(2' L)(Thermo 90 mil) | 0.029 | MILE | 9,800.00 | 284.20 | 5,500.00 | 159.50 | 5,200.00 | 150.80 | 8,500.00 | 246.50 |
| CONTRACTOR TOTAL | 1,120,584.85 | 1,188,031.50 | 1,193,477.38 | 1,218,517.20 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Boh Bros. Construction Co., LLC. |
- 6 - Fleming Construction Co., LLC |
- 7 - Durr Heavy Construction L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02000 | Removal of Asphalt Drives | 437 | SQYD | 5.00 | 2,185.00 | 10.00 | 4,370.00 | 3.87 | 1,691.19 |
| 0002 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 155 | LNFT | 15.00 | 2,325.00 | 4.00 | 620.00 | 3.23 | 500.65 |
| 0003 | 202-02-32000 | Removal of Paved Ditches | 25 | SQYD | 25.00 | 625.00 | 30.00 | 750.00 | 13.60 | 340.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) STA. 11+50 24" RCP | 68 | LNFT | 8.00 | 544.00 | 10.00 | 680.00 | 7.98 | 542.64 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 4,424 | SQYD | 8.00 | 35,392.00 | 10.00 | 44,240.00 | 7.74 | 34,241.76 |
| 0006 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 110,000.00 | 110,000.00 | 120,000.00 | 120,000.00 | 113,493.59 | 113,493.59 |
| 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 49 | EACH | 15.00 | 735.00 | 15.00 | 735.00 | 14.74 | 722.26 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 3,100 | LNFT | 1.50 | 4,650.00 | 2.00 | 6,200.00 | 1.71 | 5,301.00 |
| 0010 | 304-05-00100 | Lime Treatment (Type E) | 20 | TON | 300.00 | 6,000.00 | 300.00 | 6,000.00 | 648.52 | 12,970.40 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 50 | CUYD | 60.00 | 3,000.00 | 50.00 | 2,500.00 | 56.60 | 2,830.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 75.00 | 1,500.00 | 50.00 | 1,000.00 | 65.14 | 1,302.80 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 1,514.7 | TON | 130.00 | 196,911.00 | 130.00 | 196,911.00 | 126.11 | 191,018.82 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 2,085 | SQYD | 4.50 | 9,382.50 | 5.00 | 10,425.00 | 10.14 | 21,141.90 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -97 | CUYD | 15.00 | -1,455.00 | 1.00 | -97.00 | 0.01 | -0.97 |
| 0016 | 601-01-00300 | Portland Cement Concrete Pavement (9" Thick) | 76.2 | SQYD | 160.00 | 12,192.00 | 100.00 | 7,620.00 | 135.60 | 10,332.72 |
| 0017 | 601-01-00500 | Portland Cement Concrete Pavement (10" Thick) | 293.2 | SQYD | 85.00 | 24,922.00 | 80.00 | 23,456.00 | 147.39 | 43,214.75 |
| 0018 | 701-04-01040 | Storm Drain Pipe Arch (24" Equiv. RCPA) | 416 | LNFT | 95.00 | 39,520.00 | 100.00 | 41,600.00 | 117.98 | 49,079.68 |
| 0019 | 701-07-00100 | Yard Drain Pipe (4") | 140 | LNFT | 15.00 | 2,100.00 | 20.00 | 2,800.00 | 9.02 | 1,262.80 |
| 0020 | 702-02-00300 | Manholes (R-CB-11 MOD) | 1 | EACH | 6,500.00 | 6,500.00 | 5,000.00 | 5,000.00 | 5,026.90 | 5,026.90 |
| 0021 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 2,500.00 | 5,000.00 | 3,000.00 | 6,000.00 | 4,679.88 | 9,359.76 |
| 0022 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 3,500.00 | 3,500.00 | 5,400.00 | 5,400.00 | 4,750.57 | 4,750.57 |
| 0023 | 706-02-00100 | Concrete Drive (4" Thick) | 112 | SQYD | 100.00 | 11,200.00 | 65.00 | 7,280.00 | 76.64 | 8,583.68 |
| 0024 | 706-02-00200 | Concrete Drive (6" Thick) | 391.4 | SQYD | 60.00 | 23,484.00 | 70.00 | 27,398.00 | 82.54 | 32,306.16 |
| 0025 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 28.5 | SQYD | 115.00 | 3,277.50 | 110.00 | 3,135.00 | 94.33 | 2,688.41 |
| 0026 | 706-03-00500 | Incidental Concrete Paving (8" Thick) | 117.24 | SQYD | 65.00 | 7,620.60 | 75.00 | 8,793.00 | 147.39 | 17,280.00 |
| 0027 | 707-01-00100 | Concrete Curb | 527.8 | LNFT | 15.00 | 7,917.00 | 12.00 | 6,333.60 | 17.69 | 9,336.78 |
| 0028 | 707-03-00100 | Combination Concrete Curb and Gutter | 2,425.5 | LNFT | 25.00 | 60,637.50 | 30.00 | 72,765.00 | 35.37 | 85,789.94 |
| 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 60,000.00 | 60,000.00 | 25,000.00 | 25,000.00 | 170,097.77 | 170,097.77 |
| 0031 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 100 | EACH | 6.00 | 600.00 | 5.25 | 525.00 | 9.43 | 943.00 |
| 0032 | 715-01-00100 | Topsoil | 600 | CUYD | 17.00 | 10,200.00 | 30.00 | 18,000.00 | 19.94 | 11,964.00 |
| 0033 | 716-01-00100 | Mulch (Vegetative) | 4.5 | TON | 1,000.00 | 4,500.00 | 600.00 | 2,700.00 | 1,155.55 | 5,199.98 |
| 0034 | 717-01-00100 | Seeding | 90 | LB | 10.00 | 900.00 | 15.00 | 1,350.00 | 11.79 | 1,061.10 |
| 0035 | 718-01-00100 | Fertilizer | 3,000 | LB | 0.70 | 2,100.00 | 2.00 | 6,000.00 | 0.77 | 2,310.00 |
| 0036 | 725-01-00100 | Temporary Detour Roads | 1,160.2 | SQYD | 80.00 | 92,816.00 | 75.00 | 87,015.00 | 59.11 | 68,579.42 |
| 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 130,000.00 | 130,000.00 | 130,000.00 | 130,000.00 | 157,962.03 | 157,962.03 |
| 0038 | 729-01-00100 | Sign (Type A) | 242.3 | SQFT | 18.00 | 4,361.40 | 20.00 | 4,846.00 | 23.58 | 5,713.43 |
| 0039 | 729-08-00100 | Mounting (2 1/2" Size Post) | 9 | EACH | 450.00 | 4,050.00 | 500.00 | 4,500.00 | 589.57 | 5,306.13 |
| 0040 | 729-21-00100 | U-Channel Post | 23 | EACH | 55.00 | 1,265.00 | 60.00 | 1,380.00 | 412.70 | 9,492.10 |
| 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 375 | EACH | 5.50 | 2,062.50 | 6.00 | 2,250.00 | 5.90 | 2,212.50 |
| 0042 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 400 | LNFT | 1.40 | 560.00 | 1.50 | 600.00 | 2.36 | 944.00 |
| 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.135 | MILE | 2,800.00 | 3,178.00 | 3,000.00 | 3,405.00 | 4,695.75 | 5,329.68 |
| 0044 | 735-01-00100 | Mailboxes | 2 | EACH | 6.00 | 12.00 | 10.00 | 20.00 | 128.53 | 257.06 |
| 0045 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 140.00 | 280.00 | 150.00 | 300.00 | 150.91 | 301.82 |
| 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 53,729.50 | 53,729.50 |
| 0047 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 120 | INLF | 1.25 | 150.00 | 1.00 | 120.00 | 1.18 | 141.60 |
| 0048 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 3,316.8 | INLF | 1.30 | 4,311.84 | 1.10 | 3,648.48 | 1.47 | 4,875.70 |
| 0049 | NS-713-00001 | Dynamic Message Sign Unit | 3 | EACH | 4,700.00 | 14,100.00 | 6,000.00 | 18,000.00 | 15,918.28 | 47,754.84 |
| 0050 | NS-MSC-00120 | Drainage Structure PAVED GUTTER DRAIN | 16 | EACH | 2,200.00 | 35,200.00 | 2,200.00 | 35,200.00 | 3,429.50 | 54,872.00 |
| 0051 | 302-02-06080 | Class II Base Course (12" Thick) (Asphaltic Concrete Base on Embankment Layer) | 4,857 | SQYD | 70.00 | 339,990.00 | 90.00 | 437,130.00 | 72.11 | 350,238.27 |
| 0052 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 1.9 | MILE | 9,000.00 | 17,100.00 | 9,000.00 | 17,100.00 | 13,634.53 | 25,905.61 |
| 0053 | 737-04-00001 | Painted Curbs and Islands | 132 | SQYD | 15.00 | 1,980.00 | 16.00 | 2,112.00 | 17.69 | 2,335.08 |
| 0054 | 732-03-02050 | Plastic Pvmt Strip (Dotted Line)(12" W)(2' L)(Thermo 90 mil) | 0.029 | MILE | 5,200.00 | 150.80 | 5,500.00 | 159.50 | 12,451.72 | 361.10 |
| CONTRACTOR TOTAL | 1,319,532.64 | 1,428,275.58 | 1,652,995.91 | |||||||