Bid Tabulations
Letting of
07/27/2011
LA DOTD Headquarters
| Lead Project: 396-01-0010 | |
| Parish: Vermilion | |
| Routes: LA 335, LA 3093 | |
| Description: LA 335: LA 335 ROAD IMPROVEMENTS | |
| Type Const: COLD PLANING ASPHALTIC PAVEMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $2,609,439.86 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 33663 | Glenn Lege Construction Inc | $1,982,523.35 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $2,381,411.21 |
| 3 | 00481 | Coastal Bridge Co., L.L.C. | $2,460,110.08 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $2,545,554.72 |
| 5 | 51821 | Elliott Construction, LLC | $2,561,776.55 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Glenn Lege Construction Inc |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Coastal Bridge Co., L.L.C. |
- 4 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 4,420.00 | 4,420.00 | 9,655.17 | 9,655.17 | 3,500.00 | 3,500.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 55 | SQYD | 23.00 | 1,265.00 | 22.52 | 1,238.60 | 26.00 | 1,430.00 | 29.00 | 1,595.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,270 | CUYD | 14.00 | 17,780.00 | 11.39 | 14,465.30 | 20.00 | 25,400.00 | 26.00 | 33,020.00 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 815 | CUYD | 14.00 | 11,410.00 | 11.39 | 9,282.85 | 20.00 | 16,300.00 | 26.00 | 21,190.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 36 | EACH | 150.00 | 5,400.00 | 125.25 | 4,509.00 | 115.00 | 4,140.00 | 280.00 | 10,080.00 |
| 0006 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 59,572 | SQYD | 3.90 | 232,330.80 | 5.53 | 329,433.16 | 5.00 | 297,860.00 | 3.90 | 232,330.80 |
| 0007 | 303-02-00100 | Removal of Existing Patches | 2,933 | SQYD | 12.00 | 35,196.00 | 17.08 | 50,095.64 | 8.50 | 24,930.50 | 11.25 | 32,996.25 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 90 | CUYD | 30.00 | 2,700.00 | 135.86 | 12,227.40 | 18.00 | 1,620.00 | 175.00 | 15,750.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 60 | CUYD | 22.00 | 1,320.00 | 91.47 | 5,488.20 | 28.00 | 1,680.00 | 48.00 | 2,880.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 10,854.8 | TON | 81.10 | 880,324.28 | 88.22 | 957,610.46 | 98.00 | 1,063,770.40 | 96.00 | 1,042,060.80 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 399.9 | TON | 100.00 | 39,990.00 | 184.67 | 73,849.53 | 160.00 | 63,984.00 | 180.00 | 71,982.00 |
| 0012 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 39,069 | GAL | 3.93 | 153,541.17 | 4.10 | 160,182.90 | 4.00 | 156,276.00 | 4.00 | 156,276.00 |
| 0013 | 507-02-00200 | Aggregate (S2) | 57,454 | SQYD | 1.25 | 71,817.50 | 1.31 | 75,264.74 | 1.25 | 71,817.50 | 1.25 | 71,817.50 |
| 0014 | 507-02-00300 | Aggregate (S3) | 57,454 | SQYD | 1.04 | 59,752.16 | 1.08 | 62,050.32 | 1.00 | 57,454.00 | 1.05 | 60,326.70 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 45,002 | SQYD | 0.50 | 22,501.00 | 1.85 | 83,253.70 | 1.50 | 67,503.00 | 1.50 | 67,503.00 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,686 | CUYD | 1.00 | -1,686.00 | 0.10 | -168.60 | 0.10 | -168.60 | 1.00 | -1,686.00 |
| 0017 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 120 | SQYD | 86.00 | 10,320.00 | 125.55 | 15,066.00 | 134.00 | 16,080.00 | 130.00 | 15,600.00 |
| 0018 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 242 | LNFT | 117.00 | 28,314.00 | 163.21 | 39,496.82 | 138.00 | 33,396.00 | 103.00 | 24,926.00 |
| 0019 | 701-01-02080 | Cross Drain Pipe (36" RCP/PP or 42" CMP) | 140 | LNFT | 137.00 | 19,180.00 | 167.13 | 23,398.20 | 230.00 | 32,200.00 | 150.00 | 21,000.00 |
| 0020 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 184 | LNFT | 129.00 | 23,736.00 | 157.04 | 28,895.36 | 158.00 | 29,072.00 | 92.00 | 16,928.00 |
| 0021 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 44 | LNFT | 161.00 | 7,084.00 | 208.84 | 9,188.96 | 296.00 | 13,024.00 | 170.00 | 7,480.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,500.00 | 25,500.00 | 13,107.39 | 13,107.39 | 12,000.00 | 12,000.00 | 45,000.00 | 45,000.00 |
| 0023 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 24 | LNFT | 1.15 | 27.60 | 3.42 | 82.08 | 3.50 | 84.00 | 0.80 | 19.20 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.381 | MILE | 650.00 | 4,797.65 | 175.32 | 1,294.04 | 160.00 | 1,180.96 | 350.00 | 2,583.35 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 7.381 | MILE | 330.00 | 2,435.73 | 284.65 | 2,101.00 | 260.00 | 1,919.06 | 540.00 | 3,985.74 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 15.191 | MILE | 600.00 | 9,114.60 | 455.44 | 6,918.59 | 410.00 | 6,228.31 | 625.00 | 9,494.38 |
| 0027 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 976 | EACH | 2.00 | 1,952.00 | 1.71 | 1,668.96 | 1.75 | 1,708.00 | 1.70 | 1,659.20 |
| 0028 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 8.00 | 8.00 | 1,138.61 | 1,138.61 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0029 | 726-01-00100 | Bedding Material | 40 | CUYD | 95.00 | 3,800.00 | 92.16 | 3,686.40 | 120.00 | 4,800.00 | 96.00 | 3,840.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 25,250.00 | 25,250.00 | 37,414.86 | 37,414.86 | 78,000.00 | 78,000.00 | 145,000.00 | 145,000.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | EACH | 140.00 | 1,960.00 | 142.33 | 1,992.62 | 150.00 | 2,100.00 | 85.00 | 1,190.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 345 | EACH | 5.50 | 1,897.50 | 6.83 | 2,356.35 | 6.10 | 2,104.50 | 6.00 | 2,070.00 |
| 0033 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 12 | LNFT | 5.50 | 66.00 | 17.08 | 204.96 | 16.00 | 192.00 | 5.75 | 69.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 7.52 | MILE | 2,840.00 | 21,356.80 | 3,159.63 | 23,760.42 | 2,800.00 | 21,056.00 | 3,250.00 | 24,440.00 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.69 | MILE | 820.00 | 3,025.80 | 996.28 | 3,676.27 | 1,000.00 | 3,690.00 | 970.00 | 3,579.30 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,300.00 | 7,300.00 | 6,262.34 | 6,262.34 | 15,000.00 | 15,000.00 | 37,500.00 | 37,500.00 |
| 0037 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 220 | INLF | 1.00 | 220.00 | 6.29 | 1,383.80 | 3.00 | 660.00 | 11.75 | 2,585.00 |
| SUBTOTAL GENERAL | 1,735,408 | 2,071,532 | 2,141,992 | 2,217,071 | ||||||||
| Alternate DA1 | ||||||||||||
| 0038 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,200.00 | 1,200.00 | 1,665.67 | 1,665.67 | 2,000.00 | 2,000.00 | 10,400.00 | 10,400.00 |
| 0039 | 203-07-00100 | Borrow (Vehicular Measurement) | 210 | CUYD | 14.00 | 2,940.00 | 11.39 | 2,391.90 | 20.00 | 4,200.00 | 26.00 | 5,460.00 |
| 0040 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 345 | CUYD | 14.00 | 4,830.00 | 11.39 | 3,929.55 | 20.00 | 6,900.00 | 26.00 | 8,970.00 |
| 0041 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 150.00 | 900.00 | 125.25 | 751.50 | 128.00 | 768.00 | 250.00 | 1,500.00 |
| 0042 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 8,273 | SQYD | 3.90 | 32,264.70 | 5.53 | 45,749.69 | 6.00 | 49,638.00 | 5.00 | 41,365.00 |
| 0043 | 303-02-00100 | Removal of Existing Patches | 827 | SQYD | 12.00 | 9,924.00 | 17.08 | 14,125.16 | 8.00 | 6,616.00 | 11.25 | 9,303.75 |
| 0044 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 22 | CUYD | 30.00 | 660.00 | 137.19 | 3,018.18 | 18.00 | 396.00 | 65.00 | 1,430.00 |
| 0045 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 22.00 | 1,100.00 | 94.27 | 4,713.50 | 8.00 | 400.00 | 57.00 | 2,850.00 |
| 0046 | 502-01-00100 | Superpave Asphaltic Concrete | 1,482.6 | TON | 81.10 | 120,238.86 | 98.14 | 145,502.36 | 100.00 | 148,260.00 | 96.00 | 142,329.60 |
| 0047 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 80 | TON | 100.00 | 8,000.00 | 178.64 | 14,291.20 | 180.00 | 14,400.00 | 180.00 | 14,400.00 |
| 0048 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 5,424 | GAL | 3.95 | 21,424.80 | 4.10 | 22,238.40 | 4.00 | 21,696.00 | 4.00 | 21,696.00 |
| 0049 | 507-02-00200 | Aggregate (S2) | 7,977 | SQYD | 1.25 | 9,971.25 | 1.31 | 10,449.87 | 1.25 | 9,971.25 | 1.25 | 9,971.25 |
| 0050 | 507-02-00300 | Aggregate (S3) | 7,977 | SQYD | 1.05 | 8,375.85 | 1.08 | 8,615.16 | 1.00 | 7,977.00 | 1.05 | 8,375.85 |
| 0051 | 509-01-00100 | Cold Planing Asphaltic Pavement | 6,199 | SQYD | 0.50 | 3,099.50 | 1.71 | 10,600.29 | 2.50 | 15,497.50 | 1.50 | 9,298.50 |
| 0052 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -226 | CUYD | 1.00 | -226.00 | 0.10 | -22.60 | 0.10 | -22.60 | 1.00 | -226.00 |
| 0053 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 44 | LNFT | 161.00 | 7,084.00 | 208.84 | 9,188.96 | 290.00 | 12,760.00 | 170.00 | 7,480.00 |
| 0054 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 1,000.00 | 1,000.00 | 1.14 | 1.14 | 250.00 | 250.00 | 3,500.00 | 3,500.00 |
| 0055 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.01 | MILE | 650.00 | 656.50 | 175.35 | 177.10 | 200.00 | 202.00 | 350.00 | 353.50 |
| 0056 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.01 | MILE | 330.00 | 333.30 | 170.79 | 172.50 | 160.00 | 161.60 | 540.00 | 545.40 |
| 0057 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 2.02 | MILE | 600.00 | 1,212.00 | 341.58 | 689.99 | 310.00 | 626.20 | 625.00 | 1,262.50 |
| 0058 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 134 | EACH | 2.00 | 268.00 | 1.71 | 229.14 | 1.75 | 234.50 | 1.70 | 227.80 |
| 0059 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 1,000.00 | 1,000.00 | 170.79 | 170.79 | 100.00 | 100.00 | 1,500.00 | 1,500.00 |
| 0060 | 726-01-00100 | Bedding Material | 10 | CUYD | 95.00 | 950.00 | 87.27 | 872.70 | 139.00 | 1,390.00 | 96.00 | 960.00 |
| 0061 | 727-01-00100 | Mobilization | 1 | LUMP | 1,265.00 | 1,265.00 | 1,138.61 | 1,138.61 | 5,000.00 | 5,000.00 | 12,000.00 | 12,000.00 |
| 0062 | 731-02-00100 | Reflectorized Raised Pavement Markers | 793 | EACH | 5.50 | 4,361.50 | 5.12 | 4,060.16 | 5.00 | 3,965.00 | 6.00 | 4,758.00 |
| 0063 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.01 | MILE | 2,840.00 | 2,868.40 | 2,960.38 | 2,989.98 | 2,700.00 | 2,727.00 | 3,250.00 | 3,282.50 |
| 0064 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.505 | MILE | 820.00 | 414.10 | 910.89 | 460.00 | 1,000.00 | 505.00 | 970.00 | 489.85 |
| 0065 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,000.00 | 1,000.00 | 1,707.91 | 1,707.91 | 1,500.00 | 1,500.00 | 5,000.00 | 5,000.00 |
| SUBTOTAL ALT DA1 | 247,115.76 | 309,878.81 | 318,118.45 | 328,483.50 | ||||||||
| CONTRACTOR TOTAL | 1,982,523.35 | 2,381,411.21 | 2,460,110.08 | 2,545,554.72 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Elliott Construction, LLC |
|
| Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 13,500.00 | 13,500.00 |
| 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 55 | SQYD | 25.00 | 1,375.00 |
| 0003 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,270 | CUYD | 16.00 | 20,320.00 |
| 0004 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 815 | CUYD | 20.00 | 16,300.00 |
| 0005 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 36 | EACH | 80.00 | 2,880.00 |
| 0006 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 59,572 | SQYD | 6.00 | 357,432.00 |
| 0007 | 303-02-00100 | Removal of Existing Patches | 2,933 | SQYD | 10.00 | 29,330.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 90 | CUYD | 50.00 | 4,500.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 60 | CUYD | 50.00 | 3,000.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 10,854.8 | TON | 95.00 | 1,031,206.00 |
| 0011 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 399.9 | TON | 140.00 | 55,986.00 |
| 0012 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 39,069 | GAL | 4.00 | 156,276.00 |
| 0013 | 507-02-00200 | Aggregate (S2) | 57,454 | SQYD | 1.10 | 63,199.40 |
| 0014 | 507-02-00300 | Aggregate (S3) | 57,454 | SQYD | 0.99 | 56,879.46 |
| 0015 | 509-01-00100 | Cold Planing Asphaltic Pavement | 45,002 | SQYD | 1.50 | 67,503.00 |
| 0016 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,686 | CUYD | 0.01 | -16.86 |
| 0017 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 120 | SQYD | 105.00 | 12,600.00 |
| 0018 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 242 | LNFT | 149.00 | 36,058.00 |
| 0019 | 701-01-02080 | Cross Drain Pipe (36" RCP/PP or 42" CMP) | 140 | LNFT | 172.00 | 24,080.00 |
| 0020 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 184 | LNFT | 200.00 | 36,800.00 |
| 0021 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 44 | LNFT | 255.00 | 11,220.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 |
| 0023 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 24 | LNFT | 0.85 | 20.40 |
| 0024 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.381 | MILE | 523.00 | 3,860.26 |
| 0025 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 7.381 | MILE | 495.00 | 3,653.60 |
| 0026 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 15.191 | MILE | 605.00 | 9,190.56 |
| 0027 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 976 | EACH | 1.25 | 1,220.00 |
| 0028 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 7,000.00 | 7,000.00 |
| 0029 | 726-01-00100 | Bedding Material | 40 | CUYD | 98.00 | 3,920.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 150,000.00 | 150,000.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 14 | EACH | 138.00 | 1,932.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 345 | EACH | 5.80 | 2,001.00 |
| 0033 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 12 | LNFT | 5.50 | 66.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 7.52 | MILE | 3,135.00 | 23,575.20 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.69 | MILE | 935.00 | 3,450.15 |
| 0036 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,100.00 | 6,100.00 |
| 0037 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 220 | INLF | 2.25 | 495.00 |
| SUBTOTAL GENERAL | 2,236,912 | |||||
| Alternate DA1 | ||||||
| 0038 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,500.00 | 1,500.00 |
| 0039 | 203-07-00100 | Borrow (Vehicular Measurement) | 210 | CUYD | 16.00 | 3,360.00 |
| 0040 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 345 | CUYD | 20.00 | 6,900.00 |
| 0041 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 6 | EACH | 80.00 | 480.00 |
| 0042 | 303-01-00200 | In-Place Cement Stabilized Base Course (8 1/2" Thick) | 8,273 | SQYD | 6.00 | 49,638.00 |
| 0043 | 303-02-00100 | Removal of Existing Patches | 827 | SQYD | 10.00 | 8,270.00 |
| 0044 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 22 | CUYD | 50.00 | 1,100.00 |
| 0045 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 50.00 | 2,500.00 |
| 0046 | 502-01-00100 | Superpave Asphaltic Concrete | 1,482.6 | TON | 95.00 | 140,847.00 |
| 0047 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 80 | TON | 150.00 | 12,000.00 |
| 0048 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 5,424 | GAL | 4.00 | 21,696.00 |
| 0049 | 507-02-00200 | Aggregate (S2) | 7,977 | SQYD | 1.10 | 8,774.70 |
| 0050 | 507-02-00300 | Aggregate (S3) | 7,977 | SQYD | 0.99 | 7,897.23 |
| 0051 | 509-01-00100 | Cold Planing Asphaltic Pavement | 6,199 | SQYD | 2.00 | 12,398.00 |
| 0052 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -226 | CUYD | 0.01 | -2.26 |
| 0053 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 44 | LNFT | 255.00 | 11,220.00 |
| 0054 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 |
| 0055 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.01 | MILE | 523.00 | 528.23 |
| 0056 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.01 | MILE | 495.00 | 499.95 |
| 0057 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 2.02 | MILE | 605.00 | 1,222.10 |
| 0058 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 134 | EACH | 1.25 | 167.50 |
| 0059 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,000.00 | 3,000.00 |
| 0060 | 726-01-00100 | Bedding Material | 10 | CUYD | 98.00 | 980.00 |
| 0061 | 727-01-00100 | Mobilization | 1 | LUMP | 15,000.00 | 15,000.00 |
| 0062 | 731-02-00100 | Reflectorized Raised Pavement Markers | 793 | EACH | 5.80 | 4,599.40 |
| 0063 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.01 | MILE | 3,135.00 | 3,166.35 |
| 0064 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.505 | MILE | 935.00 | 472.18 |
| 0065 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,650.00 | 1,650.00 |
| SUBTOTAL ALT DA1 | 324,864.38 | |||||
| CONTRACTOR TOTAL | 2,561,776.55 | |||||