Bid Tabulations
Letting of
12/05/2012
LA DOTD Headquarters
| Lead Project: H.000498.6-R1 | |
| Parish: St. Tammany | |
| Routes: US 190 | |
| Description: US 190: LA 22 TO LONESOME ROAD | |
| Type Const: CLEARING AND GRUBBING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, PAVEMENT WIDENING, SUPERPAVE ASHPALTIC CONCRETE PAVEMENT, TRAFFIC SIGNALIZATION AND RELATED WORK. | |
| Estimated Construction Cost: $11,645,231.93 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $5,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 48896 | Command Construction Industries LLC | $11,354,914.00 | 300 | $12,854,914.00 |
| 2 | 06276 | Barriere Construction Co., LLC | $11,045,749.38 | 418 | $13,135,749.38 |
| 3 | 34567 | James Construction Group LLC | $11,268,056.83 | 390 | $13,218,056.83 |
| 4 | 39462 | Jb James Construction Llc | $11,690,952.44 | 370 | $13,540,952.44 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $11,475,058.91 | 420 | $13,575,058.91 |
| 6 | 50078 | Fenton Excavating & Const. Inc. | $12,474,406.28 | 360 | $14,274,406.28 |
| 7 | 02179 | Boh Bros. Construction Co., LLC. | $13,631,760.91 | 385 | $15,556,760.91 |
| 8 | 04674 | Durr Heavy Construction L.L.C. | $14,233,609.88 | 463 | $16,548,609.88 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Command Construction Industries LLC |
- 2 - Barriere Construction Co., LLC |
- 3 - James Construction Group LLC |
- 4 - Jb James Construction 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 | 100,000.00 | 100,000.00 | 20,000.00 | 20,000.00 | 160,000.00 | 160,000.00 | 750,000.00 | 750,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | lump | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 | 11,000.00 | 11,000.00 | 46,000.00 | 46,000.00 |
| 0003 | 202-02-06020 | Removal of Concrete Box Culverts (sta 10+817.6; 3-10'x10'x13' R.C. Box | 1 | each | 100,000.00 | 100,000.00 | 15,000.00 | 15,000.00 | 9,000.00 | 9,000.00 | 14,000.00 | 14,000.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,594 | sq m | 25.00 | 39,850.00 | 15.00 | 23,910.00 | 5.00 | 7,970.00 | 11.00 | 17,534.00 |
| 0005 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 1,318 | sq m | 25.00 | 32,950.00 | 15.00 | 19,770.00 | 8.00 | 10,544.00 | 10.00 | 13,180.00 |
| 0006 | 202-02-38200 | Removal of Signs | 17 | each | 25.00 | 425.00 | 100.00 | 1,700.00 | 250.00 | 4,250.00 | 40.00 | 680.00 |
| 0007 | 202-02-38200 | Removal of Signs Sta 11+070 15m right, 5'x5' wood sign | 1 | each | 500.00 | 500.00 | 900.00 | 900.00 | 250.00 | 250.00 | 1.00 | 1.00 |
| 0008 | 202-02-38200 | Removal of Signs Sta 1+790 15m left, 8'x6' brick/wood sign | 1 | each | 500.00 | 500.00 | 900.00 | 900.00 | 250.00 | 250.00 | 1.00 | 1.00 |
| 0009 | 202-02-38200 | Removal of Signs Sta 1+975 20m left, 8'x5' concrete sign | 1 | each | 500.00 | 500.00 | 900.00 | 900.00 | 200.00 | 200.00 | 1.00 | 1.00 |
| 0010 | 202-02-38200 | Removal of Signs Sta 1+925 15m left, 8'x5' concrete sign | 1 | each | 500.00 | 500.00 | 900.00 | 900.00 | 200.00 | 200.00 | 1.00 | 1.00 |
| 0011 | 202-02-38500 | Removal of Surfacing and Stablized Base | 20,781 | sq m | 25.00 | 519,525.00 | 10.00 | 207,810.00 | 3.00 | 62,343.00 | 4.00 | 83,124.00 |
| 0012 | 202-02-40100 | Removal of Traffic Signal Equipment | 1 | lump | 1,000.00 | 1,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0013 | 202-03-00010 | Relocation of existing plants (move eagleson holly and indian hawthorn designated to remain straight back .63 meters (2 feet)) | 596 | each | 1.00 | 596.00 | 28.00 | 16,688.00 | 10.00 | 5,960.00 | 35.00 | 20,860.00 |
| 0014 | 203-01-00100 | General Excavation | 21,203 | cu m | 1.00 | 21,203.00 | 9.00 | 190,827.00 | 11.00 | 233,233.00 | 9.00 | 190,827.00 |
| 0015 | 203-02-00100 | Drainage Excavation | 3,169 | cu m | 10.00 | 31,690.00 | 12.00 | 38,028.00 | 15.00 | 47,535.00 | 12.00 | 38,028.00 |
| 0016 | 203-03-00100 | Embankment | 19,945 | cu m | 10.00 | 199,450.00 | 12.00 | 239,340.00 | 31.00 | 618,295.00 | 18.00 | 359,010.00 |
| 0017 | 203-04-00200 | Nonplastic Embankment (Sand) | 19,985 | cu m | 10.00 | 199,850.00 | 12.00 | 239,820.00 | 28.00 | 559,580.00 | 23.00 | 459,655.00 |
| 0018 | 204-02-00100 | Temporary Hay or Straw Bales | 300 | each | 15.00 | 4,500.00 | 10.00 | 3,000.00 | 14.00 | 4,200.00 | 10.00 | 3,000.00 |
| 0019 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 9 | each | 250.00 | 2,250.00 | 100.00 | 900.00 | 147.00 | 1,323.00 | 120.00 | 1,080.00 |
| 0020 | 204-06-00100 | Temporary Silt Fencing | 3,783 | ln m | 1.00 | 3,783.00 | 5.00 | 18,915.00 | 8.00 | 30,264.00 | 5.50 | 20,806.50 |
| 0021 | 302-02-05000 | Class II Base Course (250 mm Thick) | 32,744.7 | sq m | 30.00 | 982,341.00 | 23.00 | 753,128.10 | 25.00 | 818,617.50 | 20.00 | 654,894.00 |
| 0022 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 418.7 | cu m | 75.00 | 31,402.50 | 80.00 | 33,496.00 | 70.00 | 29,309.00 | 140.00 | 58,618.00 |
| 0023 | 502-01-00100 | Superpave Asphaltic Concrete | 19,382 | Mg | 105.00 | 2,035,110.00 | 99.00 | 1,918,818.00 | 99.00 | 1,918,818.00 | 105.00 | 2,035,110.00 |
| 0024 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 778.6 | Mg | 120.00 | 93,432.00 | 125.00 | 97,325.00 | 125.00 | 97,325.00 | 130.00 | 101,218.00 |
| 0025 | 509-01-00100 | Cold Planing Asphaltic Pavement | 11,883 | sq m | 1.00 | 11,883.00 | 1.00 | 11,883.00 | 1.00 | 11,883.00 | 1.30 | 15,447.90 |
| 0026 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -445 | cu m | 100.00 | -44,500.00 | 100.00 | -44,500.00 | 100.00 | -44,500.00 | 10.00 | -4,450.00 |
| 0027 | 510-01-00200 | Pavement Patching (300 mm Minimum Thickness) | 200 | sq m | 75.00 | 15,000.00 | 110.00 | 22,000.00 | 120.00 | 24,000.00 | 110.00 | 22,000.00 |
| 0028 | 510-02-00100 | Pavement Widening | 608.7 | sq m | 75.00 | 45,652.50 | 65.00 | 39,565.50 | 75.00 | 45,652.50 | 70.00 | 42,609.00 |
| 0029 | 601-01-00300 | Portland Cement Concrete Pavement (225 mm Thick) | 135.6 | sq m | 100.00 | 13,560.00 | 90.00 | 12,204.00 | 190.00 | 25,764.00 | 85.00 | 11,526.00 |
| 0030 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 2 | each | 500.00 | 1,000.00 | 230.00 | 460.00 | 205.00 | 410.00 | 100.00 | 200.00 |
| 0031 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (40.1 square meters and over) (225 mm Thick) | 200 | sq m | 120.00 | 24,000.00 | 150.00 | 30,000.00 | 300.00 | 60,000.00 | 130.00 | 26,000.00 |
| 0032 | 701-03-01000 | Storm Drain Pipe (375 mm RCP/PP) | 888.5 | ln m | 165.00 | 146,602.50 | 130.00 | 115,505.00 | 130.00 | 115,505.00 | 160.00 | 142,160.00 |
| 0033 | 701-03-01020 | Storm Drain Pipe (450 mm RCP/PP) | 356.1 | ln m | 175.00 | 62,317.50 | 180.00 | 64,098.00 | 145.00 | 51,634.50 | 170.00 | 60,537.00 |
| 0034 | 701-03-01040 | Storm Drain Pipe (600 mm RCP/PP) | 341.9 | ln m | 235.00 | 80,346.50 | 200.00 | 68,380.00 | 200.00 | 68,380.00 | 250.00 | 85,475.00 |
| 0035 | 701-03-01060 | Storm Drain Pipe (750 mm RCP/PP) | 278.9 | ln m | 285.00 | 79,486.50 | 250.00 | 69,725.00 | 260.00 | 72,514.00 | 280.00 | 78,092.00 |
| 0036 | 701-03-01080 | Storm Drain Pipe (900 mm RCP/PP) | 237.8 | ln m | 375.00 | 89,175.00 | 440.00 | 104,632.00 | 350.00 | 83,230.00 | 350.00 | 83,230.00 |
| 0037 | 701-03-01090 | Storm Drain Pipe (1050 mm RCP/PP) | 311.8 | ln m | 475.00 | 148,105.00 | 480.00 | 149,664.00 | 415.00 | 129,397.00 | 420.00 | 130,956.00 |
| 0038 | 701-03-01100 | Storm Drain Pipe (1200 mm RCP/PP) | 832.5 | ln m | 525.00 | 437,062.50 | 560.00 | 466,200.00 | 515.00 | 428,737.50 | 480.00 | 399,600.00 |
| 0039 | 701-03-02020 | Storm Drain Pipe (Outfall) (450 mm PP or 600 mm CMP) | 29.1 | ln m | 200.00 | 5,820.00 | 280.00 | 8,148.00 | 240.00 | 6,984.00 | 270.00 | 7,857.00 |
| 0040 | 701-03-02060 | Storm Drain Pipe (Outfall) (750 mm PP or 900 mm CMP) | 19 | ln m | 275.00 | 5,225.00 | 350.00 | 6,650.00 | 275.00 | 5,225.00 | 340.00 | 6,460.00 |
| 0041 | 701-03-02100 | Storm Drain Pipe (Outfall) (1050 mm PP or 1200 mm CMP) | 19 | ln m | 500.00 | 9,500.00 | 480.00 | 9,120.00 | 485.00 | 9,215.00 | 480.00 | 9,120.00 |
| 0042 | 701-03-02120 | Storm Drain Pipe (Outfall) (1200 mm PP or 1350 mm CMP) | 18 | ln m | 600.00 | 10,800.00 | 560.00 | 10,080.00 | 620.00 | 11,160.00 | 540.00 | 9,720.00 |
| 0043 | 701-04-01080 | Storm Drain Pipe Arch (900 mm Equiv. RCPA) | 33.4 | ln m | 430.00 | 14,362.00 | 400.00 | 13,360.00 | 400.00 | 13,360.00 | 400.00 | 13,360.00 |
| 0044 | 701-05-01040 | Side Drain Pipe (450 mm RCP/PP/CMP) | 67.4 | ln m | 200.00 | 13,480.00 | 150.00 | 10,110.00 | 130.00 | 8,762.00 | 160.00 | 10,784.00 |
| 0045 | 701-05-01060 | Side Drain Pipe (600 mm RCP/PP/CMP) | 37.6 | ln m | 240.00 | 9,024.00 | 200.00 | 7,520.00 | 235.00 | 8,836.00 | 195.00 | 7,332.00 |
| 0046 | 701-05-01080 | Side Drain Pipe (750 mm RCP/PP/CMP) | 96.2 | ln m | 350.00 | 33,670.00 | 250.00 | 24,050.00 | 300.00 | 28,860.00 | 230.00 | 22,126.00 |
| 0047 | 701-09-00100 | Fabricating Pipe Fittings | 4 | each | 1,000.00 | 4,000.00 | 2,000.00 | 8,000.00 | 1,800.00 | 7,200.00 | 1,200.00 | 4,800.00 |
| 0048 | 701-14-00100 | Cleaning Existing Pipes | 100 | ln m | 20.00 | 2,000.00 | 40.00 | 4,000.00 | 33.00 | 3,300.00 | 40.00 | 4,000.00 |
| 0049 | 701-15-00100 | Concrete Collar | 2 | each | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 |
| 0050 | 702-02-00100 | Manholes (MH-06(M)) | 1 | each | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 4,500.00 | 4,500.00 | 4,000.00 | 4,000.00 |
| 0051 | 702-02-00300 | Manholes (R-CB-11 MOD) | 31 | each | 4,000.00 | 124,000.00 | 6,000.00 | 186,000.00 | 4,000.00 | 124,000.00 | 3,500.00 | 108,500.00 |
| 0052 | 702-03-00100 | Catch Basins (CB-01(M)) | 36 | each | 3,000.00 | 108,000.00 | 3,000.00 | 108,000.00 | 2,000.00 | 72,000.00 | 2,400.00 | 86,400.00 |
| 0053 | 702-03-00500 | Catch Basins (CB-06(M)) | 63 | each | 4,500.00 | 283,500.00 | 7,000.00 | 441,000.00 | 3,500.00 | 220,500.00 | 4,000.00 | 252,000.00 |
| 0054 | 702-03-00700 | Catch Basins (CB-08(M)) | 13 | each | 7,000.00 | 91,000.00 | 11,000.00 | 143,000.00 | 8,000.00 | 104,000.00 | 7,500.00 | 97,500.00 |
| 0055 | 702-04-00100 | Adjusting Manholes | 2 | each | 2,500.00 | 5,000.00 | 1,600.00 | 3,200.00 | 2,600.00 | 5,200.00 | 1,000.00 | 2,000.00 |
| 0056 | 702-04-00200 | Adjusting Catch Basins | 2 | each | 2,500.00 | 5,000.00 | 1,600.00 | 3,200.00 | 3,000.00 | 6,000.00 | 2,000.00 | 4,000.00 |
| 0057 | 703-03-00100 | Perforated Pipe Underdrains | 63 | ln m | 50.00 | 3,150.00 | 47.00 | 2,961.00 | 70.00 | 4,410.00 | 100.00 | 6,300.00 |
| 0059 | 704-03-00100 | Blocked Out Guard Rail | 11.4 | ln m | 65.00 | 741.00 | 80.00 | 912.00 | 72.00 | 820.80 | 75.00 | 855.00 |
| 0060 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 22.9 | ln m | 225.00 | 5,152.50 | 240.00 | 5,496.00 | 215.00 | 4,923.50 | 220.00 | 5,038.00 |
| 0061 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | each | 2,500.00 | 7,500.00 | 2,400.00 | 7,200.00 | 2,200.00 | 6,600.00 | 2,300.00 | 6,900.00 |
| 0062 | 706-01-00100 | Concrete Walk (100 mm Thick) | 5,522.8 | sq m | 45.00 | 248,526.00 | 55.00 | 303,754.00 | 50.00 | 276,140.00 | 38.00 | 209,866.40 |
| 0063 | 706-02-00200 | Concrete Drive (150 mm Thick) | 2,787.3 | sq m | 55.00 | 153,301.50 | 70.00 | 195,111.00 | 60.00 | 167,238.00 | 54.00 | 150,514.20 |
| 0064 | 706-04-00100 | Handicapped Curb Ramps | 20 | each | 1,000.00 | 20,000.00 | 1,500.00 | 30,000.00 | 1,300.00 | 26,000.00 | 500.00 | 10,000.00 |
| 0065 | 707-01-00200 | Concrete Curb (Barrier) | 40.2 | ln m | 50.00 | 2,010.00 | 55.00 | 2,211.00 | 100.00 | 4,020.00 | 30.00 | 1,206.00 |
| 0066 | 707-03-00100 | Combination Concrete Curb and Gutter | 7,499.3 | ln m | 55.00 | 412,461.50 | 63.00 | 472,455.90 | 80.00 | 599,944.00 | 52.00 | 389,963.60 |
| 0067 | 710-01-00100 | Flowable Fill | 30 | cu m | 500.00 | 15,000.00 | 500.00 | 15,000.00 | 280.00 | 8,400.00 | 240.00 | 7,200.00 |
| 0068 | 711-01-05000 | Riprap (60 kg, 600 mm Thick) | 3,284 | sq m | 75.00 | 246,300.00 | 80.00 | 262,720.00 | 62.00 | 203,608.00 | 80.00 | 262,720.00 |
| 0069 | 711-04-00100 | Geotextile Fabric | 3,284 | sq m | 2.00 | 6,568.00 | 1.00 | 3,284.00 | 3.50 | 11,494.00 | 2.00 | 6,568.00 |
| 0070 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 150,000.00 | 150,000.00 | 230,000.00 | 230,000.00 | 50,000.00 | 50,000.00 | 125,000.00 | 125,000.00 |
| 0071 | 713-02-00300 | Temporary Pavement Markings (200 mm Width) | 210 | ln m | 5.00 | 1,050.00 | 2.00 | 420.00 | 1.50 | 315.00 | 1.00 | 210.00 |
| 0072 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (100 mm Width) (1.2 m Length) | 6 | km | 1,000.00 | 6,000.00 | 210.00 | 1,260.00 | 232.00 | 1,392.00 | 200.00 | 1,200.00 |
| 0073 | 713-03-02020 | Temporary Pavement Markings (Broken Line) (100 mm W) (3.0 m L) (Type 1 Removable) | 5.7 | km | 2,000.00 | 11,400.00 | 2,200.00 | 12,540.00 | 1,950.00 | 11,115.00 | 2,500.00 | 14,250.00 |
| 0074 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (100 mm Width) | 11.318 | km | 400.00 | 4,527.20 | 460.00 | 5,206.28 | 410.00 | 4,640.38 | 330.00 | 3,734.94 |
| 0075 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 6 | each | 50.00 | 300.00 | 50.00 | 300.00 | 50.00 | 300.00 | 50.00 | 300.00 |
| 0076 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 6 | each | 50.00 | 300.00 | 50.00 | 300.00 | 50.00 | 300.00 | 50.00 | 300.00 |
| 0077 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 578 | each | 4.00 | 2,312.00 | 4.00 | 2,312.00 | 4.00 | 2,312.00 | 5.00 | 2,890.00 |
| 0078 | 716-01-00100 | Mulch (Vegetative) | 10.2 | Mg | 750.00 | 7,650.00 | 400.00 | 4,080.00 | 765.00 | 7,803.00 | 800.00 | 8,160.00 |
| 0079 | 717-01-00100 | Seeding | 100 | kg | 20.00 | 2,000.00 | 16.00 | 1,600.00 | 19.50 | 1,950.00 | 20.00 | 2,000.00 |
| 0080 | 718-01-00100 | Fertilizer | 3,355 | kg | 1.00 | 3,355.00 | 0.65 | 2,180.75 | 1.45 | 4,864.75 | 1.50 | 5,032.50 |
| 0081 | 719-01-02060 | Plants (Tree) (Container) (2 1/2" cal) (Ilex x Opaca 'Eagleson' 'Eagleson' Holly, 7'-8' Min. Hgt., 4'-5' Spread, Straight Single Trunk) | 4 | each | 350.00 | 1,400.00 | 200.00 | 800.00 | 350.00 | 1,400.00 | 400.00 | 1,600.00 |
| 0082 | 719-01-06020 | Plants (Plant) (Container) (1 gallon) (Giant Liriope, Liriope muscari, 12"-15" Hgt., Dense Form and Heavy Growth Habit, planted 12" o.c.) | 660 | each | 5.00 | 3,300.00 | 6.00 | 3,960.00 | 5.00 | 3,300.00 | 9.00 | 5,940.00 |
| 0083 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (Indian Hawthorn, Raphiolepis indica var. 'Clara', 14"-16" Spread, Dense and Compact Form, Heavy Growth Habit) | 41 | each | 25.00 | 1,025.00 | 16.00 | 656.00 | 20.00 | 820.00 | 30.00 | 1,230.00 |
| 0084 | 719-01-06140 | Plants (Plant) (Container) (15 gallon) (Cleyera, Ternstroemia gymnanthera, 3'-4' hgt. Dense Form and Heavy Growth Habits) | 27 | each | 175.00 | 4,725.00 | 60.00 | 1,620.00 | 125.00 | 3,375.00 | 200.00 | 5,400.00 |
| 0085 | 719-02-00200 | Top Dressing Mulch (100 mm Depth) | 610 | sq m | 10.00 | 6,100.00 | 12.00 | 7,320.00 | 7.00 | 4,270.00 | 8.00 | 4,880.00 |
| 0086 | 719-03-00300 | Bed Preparation (250 mm Depth) | 165 | sq m | 15.00 | 2,475.00 | 20.00 | 3,300.00 | 21.50 | 3,547.50 | 15.00 | 2,475.00 |
| 0087 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 345 | sq m | 10.00 | 3,450.00 | 2.00 | 690.00 | 1.70 | 586.50 | 2.00 | 690.00 |
| 0088 | 722-01-00100 | Project Site Laboratory | 1 | each | 1,000.00 | 1,000.00 | 24,000.00 | 24,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0089 | 725-01-00100 | Temporary Detour Roads | 3,227.7 | sq m | 105.00 | 338,908.50 | 75.00 | 242,077.50 | 75.00 | 242,077.50 | 80.00 | 258,216.00 |
| 0090 | 726-01-00100 | Bedding Material | 1,187.6 | cu m | 30.00 | 35,628.00 | 100.00 | 118,760.00 | 85.00 | 100,946.00 | 55.00 | 65,318.00 |
| 0091 | 727-01-00100 | Mobilization | 1 | lump | 1,100,000.00 | 1,100,000.00 | 620,000.00 | 620,000.00 | 950,000.00 | 950,000.00 | 1,150,000.00 | 1,150,000.00 |
| 0092 | 729-01-00100 | Sign (Type A) | 18.11 | sq m | 500.00 | 9,055.00 | 200.00 | 3,622.00 | 150.00 | 2,716.50 | 140.00 | 2,535.40 |
| 0093 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | each | 75.00 | 450.00 | 100.00 | 600.00 | 85.00 | 510.00 | 90.00 | 540.00 |
| 0094 | 729-21-00100 | U-Channel Post | 9 | each | 100.00 | 900.00 | 100.00 | 900.00 | 62.00 | 558.00 | 120.00 | 1,080.00 |
| 0095 | 731-02-00100 | Reflectorized Raised Pavement Markers | 670 | each | 5.00 | 3,350.00 | 5.00 | 3,350.00 | 5.00 | 3,350.00 | 5.00 | 3,350.00 |
| 0096 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (100 mm Width) (Thermoplastic 90 mil) | 9.3 | km | 1,500.00 | 13,950.00 | 1,800.00 | 16,740.00 | 1,600.00 | 14,880.00 | 1,600.00 | 14,880.00 |
| 0099 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (100 mm Width) (Thermoplastic 90 mil) | 4.41 | km | 500.00 | 2,205.00 | 640.00 | 2,822.40 | 600.00 | 2,646.00 | 440.00 | 1,940.40 |
| 0100 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(200mm W)(0.6m L)(Thermo 90 mil) | 1.188 | km | 1,500.00 | 1,782.00 | 1,400.00 | 1,663.20 | 1,250.00 | 1,485.00 | 2,600.00 | 3,088.80 |
| 0101 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 1 | each | 200.00 | 200.00 | 230.00 | 230.00 | 200.00 | 200.00 | 200.00 | 200.00 |
| 0102 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 18 | each | 200.00 | 3,600.00 | 210.00 | 3,780.00 | 190.00 | 3,420.00 | 200.00 | 3,600.00 |
| 0103 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 6 | each | 200.00 | 1,200.00 | 210.00 | 1,260.00 | 190.00 | 1,140.00 | 200.00 | 1,200.00 |
| 0104 | 732-05-00100 | Removal of Existing Markings | 1 | km | 2,000.00 | 2,000.00 | 2,200.00 | 2,200.00 | 1,900.00 | 1,900.00 | 2,200.00 | 2,200.00 |
| 0105 | 736-01-00100 | Trenching and Backfilling | 746 | ln m | 18.00 | 13,428.00 | 14.00 | 10,444.00 | 9.00 | 6,714.00 | 18.00 | 13,428.00 |
| 0106 | 736-03-00200 | Jacked or Bored Conduit (50 mm HPDE, Sch 80) | 77 | ln m | 100.00 | 7,700.00 | 40.00 | 3,080.00 | 55.00 | 4,235.00 | 60.00 | 4,620.00 |
| 0107 | 736-03-00300 | Jacked or Bored Conduit (75 mm HPDE, Sch 80) | 359 | ln m | 100.00 | 35,900.00 | 50.00 | 17,950.00 | 60.00 | 21,540.00 | 65.00 | 23,335.00 |
| 0108 | 736-04-02000 | Signal Support (Pedestal Pole) | 10 | each | 2,000.00 | 20,000.00 | 2,400.00 | 24,000.00 | 1,750.00 | 17,500.00 | 1,800.00 | 18,000.00 |
| 0109 | 736-04-04100 | Signal Support (9 m Single Mast Arm) | 1 | each | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 |
| 0110 | 736-04-04160 | Signal Support (13.5 m Single Mast Arm) | 1 | each | 10,000.00 | 10,000.00 | 11,000.00 | 11,000.00 | 10,100.00 | 10,100.00 | 11,000.00 | 11,000.00 |
| 0111 | 736-04-05008 | Signal Support (12m span, 10.5m span add-on arm) | 2 | each | 14,000.00 | 28,000.00 | 14,000.00 | 28,000.00 | 13,200.00 | 26,400.00 | 13,000.00 | 26,000.00 |
| 0112 | 736-04-05010 | Signal Support (13.5m span, 9m span add-on arm) | 3 | each | 12,500.00 | 37,500.00 | 14,000.00 | 42,000.00 | 13,400.00 | 40,200.00 | 13,000.00 | 39,000.00 |
| 0113 | 736-05-02000 | Signal Heads (3 Section, 300 mm Led Lens, R, Y, G) | 22 | each | 1,200.00 | 26,400.00 | 900.00 | 19,800.00 | 1,180.00 | 25,960.00 | 1,300.00 | 28,600.00 |
| 0114 | 736-05-02020 | Signal Heads (3 Section, 300 mm Led Lens, R, LT. Y, LT. G) | 9 | each | 1,200.00 | 10,800.00 | 900.00 | 8,100.00 | 1,100.00 | 9,900.00 | 1,300.00 | 11,700.00 |
| 0115 | 736-05-03000 | Signal Heads (4 Section, 300 mm Led Lens, R, Y, LT. G, G) | 3 | each | 1,400.00 | 4,200.00 | 1,400.00 | 4,200.00 | 1,500.00 | 4,500.00 | 1,700.00 | 5,100.00 |
| 0116 | 736-06-00100 | Signal Service | 3 | each | 1,200.00 | 3,600.00 | 2,000.00 | 6,000.00 | 1,000.00 | 3,000.00 | 1,100.00 | 3,300.00 |
| 0117 | 736-06-00200 | Signal Service (Pedestal Required) | 2 | each | 2,000.00 | 4,000.00 | 2,500.00 | 5,000.00 | 2,000.00 | 4,000.00 | 2,200.00 | 4,400.00 |
| 0118 | 736-06-00400 | Signal Service (Creosote Pole Required) | 1 | each | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | 2,100.00 | 2,100.00 | 2,200.00 | 2,200.00 |
| 0119 | 736-08-00071 | Sig Cntrlr (TS-2, Type 2, w/Eth cap)(Type 6E Cabinet) (F&I) | 3 | each | 15,000.00 | 45,000.00 | 28,000.00 | 84,000.00 | 25,000.00 | 75,000.00 | 28,000.00 | 84,000.00 |
| 0120 | 736-10-00300 | Underground Junction Box (Type F) | 19 | each | 500.00 | 9,500.00 | 500.00 | 9,500.00 | 500.00 | 9,500.00 | 500.00 | 9,500.00 |
| 0121 | 736-10-00400 | Underground Junction Box (Type G) | 23 | each | 700.00 | 16,100.00 | 700.00 | 16,100.00 | 770.00 | 17,710.00 | 800.00 | 18,400.00 |
| 0122 | 736-10-00500 | Underground Junction Box (Type H) | 3 | each | 1,300.00 | 3,900.00 | 900.00 | 2,700.00 | 1,300.00 | 3,900.00 | 1,300.00 | 3,900.00 |
| 0123 | 736-11-00200 | Conduit (25 mm HDPE, Schedule 80) | 30 | ln m | 10.00 | 300.00 | 5.00 | 150.00 | 3.50 | 105.00 | 4.00 | 120.00 |
| 0124 | 736-11-00300 | Conduit (50 mm HDPE, Schedule 80) | 663 | ln m | 6.00 | 3,978.00 | 6.00 | 3,978.00 | 5.00 | 3,315.00 | 5.50 | 3,646.50 |
| 0125 | 736-11-00400 | Conduit (75 mm HDPE, Schedule 80) | 74 | ln m | 8.00 | 592.00 | 11.00 | 814.00 | 8.50 | 629.00 | 10.00 | 740.00 |
| 0126 | 736-12-01040 | Conductor (2c, #14 awg) | 525 | ln m | 4.00 | 2,100.00 | 6.00 | 3,150.00 | 3.50 | 1,837.50 | 4.00 | 2,100.00 |
| 0127 | 736-12-02000 | Conductor (3c, 6 gauge / #6 awg) | 16 | ln m | 10.00 | 160.00 | 11.00 | 176.00 | 10.50 | 168.00 | 11.00 | 176.00 |
| 0128 | 736-12-04000 | Conductor (6c, #14 awg) | 336 | ln m | 5.00 | 1,680.00 | 6.00 | 2,016.00 | 5.50 | 1,848.00 | 5.50 | 1,848.00 |
| 0129 | 736-12-06000 | Conductor (10c, #14 awg) | 1,134 | ln m | 7.00 | 7,938.00 | 7.00 | 7,938.00 | 7.00 | 7,938.00 | 7.50 | 8,505.00 |
| 0130 | 740-01-00100 | Construction Layout | 1 | lump | 1,000.00 | 1,000.00 | 160,000.00 | 160,000.00 | 75,000.00 | 75,000.00 | 200,000.00 | 200,000.00 |
| 0131 | 804-01-00300 | Precast Concrete Piles (400 mm) | 1,800 | ln m | 200.00 | 360,000.00 | 220.00 | 396,000.00 | 170.00 | 306,000.00 | 200.00 | 360,000.00 |
| 0132 | 804-05-00300 | Precast Concrete Test Piles (400 mm) | 1 | each | 25,000.00 | 25,000.00 | 28,000.00 | 28,000.00 | 45,000.00 | 45,000.00 | 25,000.00 | 25,000.00 |
| 0133 | 804-09-00100 | Loading Test Piles | 1 | each | 35,000.00 | 35,000.00 | 40,000.00 | 40,000.00 | 5,000.00 | 5,000.00 | 35,000.00 | 35,000.00 |
| 0134 | 804-10-00100 | Reloading Test Piles | 1 | each | 1.00 | 1.00 | 110.00 | 110.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 |
| 0135 | 804-11-00100 | Redriving Test Piles | 1 | each | 1.00 | 1.00 | 110.00 | 110.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 |
| 0136 | 804-12-00100 | Loading Permanent Piles | 1 | each | 1.00 | 1.00 | 110.00 | 110.00 | 1,000.00 | 1,000.00 | 100.00 | 100.00 |
| 0137 | 804-17-00100 | Dynamic Monitoring | 7 | each | 1,000.00 | 7,000.00 | 1,200.00 | 8,400.00 | 1,200.00 | 8,400.00 | 1,000.00 | 7,000.00 |
| 0138 | 805-01-00400 | Class A Concrete (Retaining Walls) | 95.92 | cu m | 1,500.00 | 143,880.00 | 1,300.00 | 124,696.00 | 975.00 | 93,522.00 | 1,200.00 | 115,104.00 |
| 0139 | 805-02-00400 | Class A(M) Concrete (Bents) | 105.32 | cu m | 2,000.00 | 210,640.00 | 1,700.00 | 179,044.00 | 1,200.00 | 126,384.00 | 1,400.00 | 147,448.00 |
| 0140 | 805-04-00100 | Class AA(M) Concrete | 527.58 | cu m | 750.00 | 395,685.00 | 840.00 | 443,167.20 | 950.00 | 501,201.00 | 720.00 | 379,857.60 |
| 0141 | 806-01-00100 | Deformed Reinforcing Steel | 81,277 | kg | 2.00 | 162,554.00 | 2.00 | 162,554.00 | 2.00 | 162,554.00 | 2.00 | 162,554.00 |
| 0142 | 810-01-00100 | Concrete Railing (Standard Barrier) | 108 | ln m | 200.00 | 21,600.00 | 205.00 | 22,140.00 | 250.00 | 27,000.00 | 200.00 | 21,600.00 |
| 0143 | 810-02-00100 | Steel Railing | 64 | ln m | 400.00 | 25,600.00 | 340.00 | 21,760.00 | 350.00 | 22,400.00 | 400.00 | 25,600.00 |
| 0144 | 810-04-00100 | Steel and Concrete Railing | 114 | ln m | 450.00 | 51,300.00 | 490.00 | 55,860.00 | 500.00 | 57,000.00 | 440.00 | 50,160.00 |
| 0145 | 813-01-00100 | Concrete Approach Slabs | 537.51 | sq m | 250.00 | 134,377.50 | 260.00 | 139,752.60 | 250.00 | 134,377.50 | 230.00 | 123,627.30 |
| 0146 | NS-203-00005 | Undercut Excavation (Theoretical Measurement) | 875 | cu m | 20.00 | 17,500.00 | 17.00 | 14,875.00 | 20.00 | 17,500.00 | 18.00 | 15,750.00 |
| 0147 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 29 | ln m | 20.00 | 580.00 | 58.00 | 1,682.00 | 9.00 | 261.00 | 14.00 | 406.00 |
| 0148 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 498,038 | mmlm | 0.10 | 49,803.80 | 0.05 | 24,901.90 | 0.10 | 49,803.80 | 0.10 | 49,803.80 |
| 0149 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,000 | mmlm | 0.15 | 450.00 | 0.10 | 300.00 | 0.15 | 450.00 | 0.15 | 450.00 |
| 0150 | NS-713-00001 | Dynamic Message Sign Unit | 2 | each | 20,000.00 | 40,000.00 | 10,000.00 | 20,000.00 | 2,000.00 | 4,000.00 | 11,000.00 | 22,000.00 |
| 0151 | NS-736-00005 | Video Detection Cabinet Components | 12 | each | 3,000.00 | 36,000.00 | 8,900.00 | 106,800.00 | 3,000.00 | 36,000.00 | 3,000.00 | 36,000.00 |
| 0152 | NS-736-00006 | Video Detection Camera | 12 | each | 2,000.00 | 24,000.00 | 2,100.00 | 25,200.00 | 2,400.00 | 28,800.00 | 2,500.00 | 30,000.00 |
| 0153 | NS-736-00010 | LED Pedestrian Countdown Signal Head | 14 | each | 1,000.00 | 14,000.00 | 700.00 | 9,800.00 | 1,000.00 | 14,000.00 | 1,000.00 | 14,000.00 |
| 0154 | NS-736-00011 | Pedestrian Push Buttons | 13 | each | 185.00 | 2,405.00 | 150.00 | 1,950.00 | 200.00 | 2,600.00 | 200.00 | 2,600.00 |
| 0155 | NS-ITS-04020 | Fiber Optic Cable, SM, Furnish & Install, 13-48 Fibers | 1,525 | ln m | 9.00 | 13,725.00 | 8.00 | 12,200.00 | 8.50 | 12,962.50 | 9.00 | 13,725.00 |
| 0156 | NS-ITS-04250 | Fiber Optic Drop Cable, SM, 12 Strand, Furnish & Install | 250 | ln m | 8.00 | 2,000.00 | 4.00 | 1,000.00 | 8.00 | 2,000.00 | 8.00 | 2,000.00 |
| 0157 | NS-ITS-04295 | Fiber Optic Patch Cord, SM, 2 Strand, Furnish | 8 | each | 75.00 | 600.00 | 56.00 | 448.00 | 77.00 | 616.00 | 80.00 | 640.00 |
| 0158 | NS-ITS-04425 | Fiber Optic Connection Patch Panel, Outdoor, Furnish & Install | 4 | each | 1,000.00 | 4,000.00 | 910.00 | 3,640.00 | 1,000.00 | 4,000.00 | 1,000.00 | 4,000.00 |
| 0159 | NS-ITS-05005 | Splice Closure, Outdoor, Furnish | 4 | each | 400.00 | 1,600.00 | 480.00 | 1,920.00 | 400.00 | 1,600.00 | 500.00 | 2,000.00 |
| 0160 | NS-ITS-09060 | Local Ethernet Switch, Furnish | 4 | each | 1,800.00 | 7,200.00 | 6,100.00 | 24,400.00 | 1,800.00 | 7,200.00 | 2,000.00 | 8,000.00 |
| 0161 | NS-MSC-00120 | Drainage Structure Paved Gutter Drain | 4 | each | 4,000.00 | 16,000.00 | 3,000.00 | 12,000.00 | 2,000.00 | 8,000.00 | 4,000.00 | 16,000.00 |
| 0162 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 1,108.3 | ln m | 10.00 | 11,083.00 | 20.00 | 22,166.00 | 19.00 | 21,057.70 | 20.00 | 22,166.00 |
| 0163 | 202-02-06140 | Removal of Curbs (Concrete) | 430.8 | ln m | 10.00 | 4,308.00 | 12.00 | 5,169.60 | 18.00 | 7,754.40 | 7.00 | 3,015.60 |
| 0164 | 203-08-00100 | Geotextile Fabric | 35,708 | sq m | 1.00 | 35,708.00 | 1.00 | 35,708.00 | 1.50 | 53,562.00 | 2.00 | 71,416.00 |
| 0165 | 729-16-00100 | Object Marker Assembly (Type 1) | 6 | each | 100.00 | 600.00 | 50.00 | 300.00 | 85.00 | 510.00 | 100.00 | 600.00 |
| 0166 | 732-01-02040 | Plastic Pavement Striping (200 mm Width) (Thermoplastic 125 mil) | 0.605 | ln m | 4,000.00 | 2,420.00 | 4.00 | 2.42 | 4,000.00 | 2,420.00 | 5,000.00 | 3,025.00 |
| 0167 | 732-01-02080 | Plastic Pavement Striping (600 mm Width) (Thermoplastic 125 mil) | 0.127 | ln m | 14,000.00 | 1,778.00 | 16.00 | 2.03 | 1,000.00 | 127.00 | 9,000.00 | 1,143.00 |
| 0168 | NS-804-00001 | Vibration Monitoring | 2 | each | 1,500.00 | 3,000.00 | 1,000.00 | 2,000.00 | 1,000.00 | 2,000.00 | 900.00 | 1,800.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 11,354,914.00 | 11,045,749.38 | 11,268,056.83 | 11,690,952.44 | ||||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 1,500,000.00 | 2,090,000.00 | 1,950,000.00 | 1,850,000.00 | ||||||||
| TOTAL BID | 12,854,914.00 | 13,135,749.38 | 13,218,056.83 | 13,540,952.44 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - Fenton Excavating & Const. Inc. |
- 7 - Boh Bros. Construction Co., LLC. |
- 8 - Durr Heavy Construction L.L.C. |
||||
| 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 | 90,000.00 | 90,000.00 | 103,824.85 | 103,824.85 | 65,000.00 | 65,000.00 | 15,001.30 | 15,001.30 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | lump | 25,000.00 | 25,000.00 | 29,380.00 | 29,380.00 | 100,000.00 | 100,000.00 | 12,018.25 | 12,018.25 |
| 0003 | 202-02-06020 | Removal of Concrete Box Culverts (sta 10+817.6; 3-10'x10'x13' R.C. Box | 1 | each | 9,000.00 | 9,000.00 | 8,362.00 | 8,362.00 | 15,000.00 | 15,000.00 | 16,407.90 | 16,407.90 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,594 | sq m | 7.00 | 11,158.00 | 11.11 | 17,709.34 | 13.00 | 20,722.00 | 5.71 | 9,101.74 |
| 0005 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 1,318 | sq m | 7.00 | 9,226.00 | 8.79 | 11,585.22 | 11.00 | 14,498.00 | 6.89 | 9,081.02 |
| 0006 | 202-02-38200 | Removal of Signs | 17 | each | 75.00 | 1,275.00 | 91.25 | 1,551.25 | 100.00 | 1,700.00 | 61.01 | 1,037.17 |
| 0007 | 202-02-38200 | Removal of Signs Sta 11+070 15m right, 5'x5' wood sign | 1 | each | 300.00 | 300.00 | 91.25 | 91.25 | 500.00 | 500.00 | 225.17 | 225.17 |
| 0008 | 202-02-38200 | Removal of Signs Sta 1+790 15m left, 8'x6' brick/wood sign | 1 | each | 300.00 | 300.00 | 214.70 | 214.70 | 2,500.00 | 2,500.00 | 225.17 | 225.17 |
| 0009 | 202-02-38200 | Removal of Signs Sta 1+975 20m left, 8'x5' concrete sign | 1 | each | 500.00 | 500.00 | 214.70 | 214.70 | 2,500.00 | 2,500.00 | 225.17 | 225.17 |
| 0010 | 202-02-38200 | Removal of Signs Sta 1+925 15m left, 8'x5' concrete sign | 1 | each | 500.00 | 500.00 | 214.70 | 214.70 | 2,500.00 | 2,500.00 | 225.17 | 225.17 |
| 0011 | 202-02-38500 | Removal of Surfacing and Stablized Base | 20,781 | sq m | 4.00 | 83,124.00 | 8.13 | 168,949.53 | 7.50 | 155,857.50 | 10.03 | 208,433.43 |
| 0012 | 202-02-40100 | Removal of Traffic Signal Equipment | 1 | lump | 10,000.00 | 10,000.00 | 9,001.30 | 9,001.30 | 8,000.00 | 8,000.00 | 9,783.47 | 9,783.47 |
| 0013 | 202-03-00010 | Relocation of existing plants (move eagleson holly and indian hawthorn designated to remain straight back .63 meters (2 feet)) | 596 | each | 12.00 | 7,152.00 | 0.00 | 0.00 | 10.00 | 5,960.00 | 37.34 | 22,254.64 |
| 0014 | 203-01-00100 | General Excavation | 21,203 | cu m | 11.00 | 233,233.00 | 11.37 | 241,078.11 | 15.00 | 318,045.00 | 19.97 | 423,423.91 |
| 0015 | 203-02-00100 | Drainage Excavation | 3,169 | cu m | 13.00 | 41,197.00 | 15.07 | 47,756.83 | 15.00 | 47,535.00 | 17.03 | 53,968.07 |
| 0016 | 203-03-00100 | Embankment | 19,945 | cu m | 25.00 | 498,625.00 | 13.20 | 263,274.00 | 26.00 | 518,570.00 | 26.77 | 533,927.65 |
| 0017 | 203-04-00200 | Nonplastic Embankment (Sand) | 19,985 | cu m | 24.50 | 489,632.50 | 27.74 | 554,383.90 | 35.00 | 699,475.00 | 22.48 | 449,262.80 |
| 0018 | 204-02-00100 | Temporary Hay or Straw Bales | 300 | each | 17.00 | 5,100.00 | 12.37 | 3,711.00 | 17.00 | 5,100.00 | 12.25 | 3,675.00 |
| 0019 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 9 | each | 200.00 | 1,800.00 | 175.15 | 1,576.35 | 125.00 | 1,125.00 | 145.85 | 1,312.65 |
| 0020 | 204-06-00100 | Temporary Silt Fencing | 3,783 | ln m | 5.75 | 21,752.25 | 8.83 | 33,403.89 | 5.00 | 18,915.00 | 5.25 | 19,860.75 |
| 0021 | 302-02-05000 | Class II Base Course (250 mm Thick) | 32,744.7 | sq m | 22.00 | 720,383.40 | 18.62 | 609,706.31 | 21.00 | 687,638.70 | 20.63 | 675,523.16 |
| 0022 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 418.7 | cu m | 55.00 | 23,028.50 | 51.00 | 21,353.70 | 125.00 | 52,337.50 | 84.80 | 35,505.76 |
| 0023 | 502-01-00100 | Superpave Asphaltic Concrete | 19,382 | Mg | 100.00 | 1,938,200.00 | 134.18 | 2,600,676.76 | 125.00 | 2,422,750.00 | 115.51 | 2,238,814.82 |
| 0024 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 778.6 | Mg | 185.00 | 144,041.00 | 134.18 | 104,472.55 | 125.00 | 97,325.00 | 145.85 | 113,558.81 |
| 0025 | 509-01-00100 | Cold Planing Asphaltic Pavement | 11,883 | sq m | 3.80 | 45,155.40 | 5.91 | 70,228.53 | 5.50 | 65,356.50 | 1.17 | 13,903.11 |
| 0026 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -445 | cu m | 1.00 | -445.00 | 10.74 | -4,779.30 | 10.00 | -4,450.00 | 116.68 | -51,922.60 |
| 0027 | 510-01-00200 | Pavement Patching (300 mm Minimum Thickness) | 200 | sq m | 100.00 | 20,000.00 | 101.70 | 20,340.00 | 100.00 | 20,000.00 | 144.05 | 28,810.00 |
| 0028 | 510-02-00100 | Pavement Widening | 608.7 | sq m | 120.00 | 73,044.00 | 81.09 | 49,359.48 | 80.00 | 48,696.00 | 99.80 | 60,748.26 |
| 0029 | 601-01-00300 | Portland Cement Concrete Pavement (225 mm Thick) | 135.6 | sq m | 140.00 | 18,984.00 | 126.46 | 17,147.98 | 120.00 | 16,272.00 | 169.18 | 22,940.81 |
| 0030 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 2 | each | 300.00 | 600.00 | 161.03 | 322.06 | 85.00 | 170.00 | 233.36 | 466.72 |
| 0031 | 602-05-03160 | Full Depth Patching of Jointed Concrete Pavement (40.1 square meters and over) (225 mm Thick) | 200 | sq m | 330.00 | 66,000.00 | 205.42 | 41,084.00 | 200.00 | 40,000.00 | 169.18 | 33,836.00 |
| 0032 | 701-03-01000 | Storm Drain Pipe (375 mm RCP/PP) | 888.5 | ln m | 150.00 | 133,275.00 | 149.64 | 132,955.14 | 215.00 | 191,027.50 | 267.74 | 237,886.99 |
| 0033 | 701-03-01020 | Storm Drain Pipe (450 mm RCP/PP) | 356.1 | ln m | 180.00 | 64,098.00 | 159.09 | 56,651.95 | 235.00 | 83,683.50 | 310.26 | 110,483.59 |
| 0034 | 701-03-01040 | Storm Drain Pipe (600 mm RCP/PP) | 341.9 | ln m | 210.00 | 71,799.00 | 188.71 | 64,519.95 | 295.00 | 100,860.50 | 453.28 | 154,976.43 |
| 0035 | 701-03-01060 | Storm Drain Pipe (750 mm RCP/PP) | 278.9 | ln m | 279.24 | 77,880.04 | 240.35 | 67,033.62 | 390.00 | 108,771.00 | 430.53 | 120,074.82 |
| 0036 | 701-03-01080 | Storm Drain Pipe (900 mm RCP/PP) | 237.8 | ln m | 330.00 | 78,474.00 | 288.94 | 68,709.93 | 455.00 | 108,199.00 | 537.41 | 127,796.10 |
| 0037 | 701-03-01090 | Storm Drain Pipe (1050 mm RCP/PP) | 311.8 | ln m | 400.00 | 124,720.00 | 353.41 | 110,193.24 | 500.00 | 155,900.00 | 660.99 | 206,096.68 |
| 0038 | 701-03-01100 | Storm Drain Pipe (1200 mm RCP/PP) | 832.5 | ln m | 440.00 | 366,300.00 | 408.86 | 340,375.95 | 615.00 | 511,987.50 | 752.17 | 626,181.53 |
| 0039 | 701-03-02020 | Storm Drain Pipe (Outfall) (450 mm PP or 600 mm CMP) | 29.1 | ln m | 280.00 | 8,148.00 | 147.74 | 4,299.23 | 240.00 | 6,984.00 | 216.87 | 6,310.92 |
| 0040 | 701-03-02060 | Storm Drain Pipe (Outfall) (750 mm PP or 900 mm CMP) | 19 | ln m | 430.00 | 8,170.00 | 236.65 | 4,496.35 | 465.00 | 8,835.00 | 363.49 | 6,906.31 |
| 0041 | 701-03-02100 | Storm Drain Pipe (Outfall) (1050 mm PP or 1200 mm CMP) | 19 | ln m | 640.00 | 12,160.00 | 349.70 | 6,644.30 | 595.00 | 11,305.00 | 606.52 | 11,523.88 |
| 0042 | 701-03-02120 | Storm Drain Pipe (Outfall) (1200 mm PP or 1350 mm CMP) | 18 | ln m | 500.00 | 9,000.00 | 403.31 | 7,259.58 | 670.00 | 12,060.00 | 641.09 | 11,539.62 |
| 0043 | 701-04-01080 | Storm Drain Pipe Arch (900 mm Equiv. RCPA) | 33.4 | ln m | 350.00 | 11,690.00 | 327.72 | 10,945.85 | 485.00 | 16,199.00 | 605.42 | 20,221.03 |
| 0044 | 701-05-01040 | Side Drain Pipe (450 mm RCP/PP/CMP) | 67.4 | ln m | 200.00 | 13,480.00 | 151.44 | 10,207.06 | 280.00 | 18,872.00 | 278.71 | 18,785.05 |
| 0045 | 701-05-01060 | Side Drain Pipe (600 mm RCP/PP/CMP) | 37.6 | ln m | 260.00 | 9,776.00 | 190.55 | 7,164.68 | 335.00 | 12,596.00 | 325.96 | 12,256.10 |
| 0046 | 701-05-01080 | Side Drain Pipe (750 mm RCP/PP/CMP) | 96.2 | ln m | 350.00 | 33,670.00 | 240.35 | 23,121.67 | 455.00 | 43,771.00 | 386.23 | 37,155.33 |
| 0047 | 701-09-00100 | Fabricating Pipe Fittings | 4 | each | 600.00 | 2,400.00 | 1,610.25 | 6,441.00 | 1,500.00 | 6,000.00 | 143.08 | 572.32 |
| 0048 | 701-14-00100 | Cleaning Existing Pipes | 100 | ln m | 55.00 | 5,500.00 | 30.12 | 3,012.00 | 36.50 | 3,650.00 | 191.35 | 19,135.00 |
| 0049 | 701-15-00100 | Concrete Collar | 2 | each | 1,300.00 | 2,600.00 | 310.75 | 621.50 | 1,500.00 | 3,000.00 | 340.46 | 680.92 |
| 0050 | 702-02-00100 | Manholes (MH-06(M)) | 1 | each | 5,300.00 | 5,300.00 | 7,813.23 | 7,813.23 | 6,900.00 | 6,900.00 | 5,787.14 | 5,787.14 |
| 0051 | 702-02-00300 | Manholes (R-CB-11 MOD) | 31 | each | 4,600.00 | 142,600.00 | 6,977.03 | 216,287.93 | 5,700.00 | 176,700.00 | 4,877.80 | 151,211.80 |
| 0052 | 702-03-00100 | Catch Basins (CB-01(M)) | 36 | each | 3,900.00 | 140,400.00 | 3,707.94 | 133,485.84 | 2,700.00 | 97,200.00 | 4,032.41 | 145,166.76 |
| 0053 | 702-03-00500 | Catch Basins (CB-06(M)) | 63 | each | 4,200.00 | 264,600.00 | 6,419.94 | 404,456.22 | 6,100.00 | 384,300.00 | 4,515.71 | 284,489.73 |
| 0054 | 702-03-00700 | Catch Basins (CB-08(M)) | 13 | each | 7,000.00 | 91,000.00 | 9,555.69 | 124,223.97 | 10,500.00 | 136,500.00 | 8,633.41 | 112,234.33 |
| 0055 | 702-04-00100 | Adjusting Manholes | 2 | each | 2,700.00 | 5,400.00 | 1,633.13 | 3,266.26 | 1,000.00 | 2,000.00 | 1,750.18 | 3,500.36 |
| 0056 | 702-04-00200 | Adjusting Catch Basins | 2 | each | 2,200.00 | 4,400.00 | 2,695.62 | 5,391.24 | 2,000.00 | 4,000.00 | 1,750.18 | 3,500.36 |
| 0057 | 703-03-00100 | Perforated Pipe Underdrains | 63 | ln m | 236.74 | 14,914.62 | 30.58 | 1,926.54 | 85.00 | 5,355.00 | 160.25 | 10,095.75 |
| 0059 | 704-03-00100 | Blocked Out Guard Rail | 11.4 | ln m | 80.00 | 912.00 | 77.30 | 881.22 | 70.00 | 798.00 | 84.01 | 957.71 |
| 0060 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 22.9 | ln m | 250.00 | 5,725.00 | 230.81 | 5,285.55 | 220.00 | 5,038.00 | 250.86 | 5,744.69 |
| 0061 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | each | 2,400.00 | 7,200.00 | 2,361.70 | 7,085.10 | 2,100.00 | 6,300.00 | 2,566.92 | 7,700.76 |
| 0062 | 706-01-00100 | Concrete Walk (100 mm Thick) | 5,522.8 | sq m | 39.00 | 215,389.20 | 39.93 | 220,525.40 | 60.00 | 331,368.00 | 64.87 | 358,264.04 |
| 0063 | 706-02-00200 | Concrete Drive (150 mm Thick) | 2,787.3 | sq m | 51.00 | 142,152.30 | 51.27 | 142,904.87 | 80.00 | 222,984.00 | 76.42 | 213,005.47 |
| 0064 | 706-04-00100 | Handicapped Curb Ramps | 20 | each | 800.00 | 16,000.00 | 1,084.80 | 21,696.00 | 2,000.00 | 40,000.00 | 1,166.78 | 23,335.60 |
| 0065 | 707-01-00200 | Concrete Curb (Barrier) | 40.2 | ln m | 30.00 | 1,206.00 | 32.35 | 1,300.47 | 120.00 | 4,824.00 | 38.50 | 1,547.70 |
| 0066 | 707-03-00100 | Combination Concrete Curb and Gutter | 7,499.3 | ln m | 53.00 | 397,462.90 | 58.17 | 436,234.28 | 65.00 | 487,454.50 | 74.09 | 555,623.14 |
| 0067 | 710-01-00100 | Flowable Fill | 30 | cu m | 150.00 | 4,500.00 | 196.57 | 5,897.10 | 340.00 | 10,200.00 | 308.26 | 9,247.80 |
| 0068 | 711-01-05000 | Riprap (60 kg, 600 mm Thick) | 3,284 | sq m | 82.00 | 269,288.00 | 59.85 | 196,547.40 | 125.00 | 410,500.00 | 88.38 | 290,239.92 |
| 0069 | 711-04-00100 | Geotextile Fabric | 3,284 | sq m | 1.90 | 6,239.60 | 2.01 | 6,600.84 | 2.00 | 6,568.00 | 3.97 | 13,037.48 |
| 0070 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 250,000.00 | 250,000.00 | 80,569.00 | 80,569.00 | 75,000.00 | 75,000.00 | 376,721.00 | 376,721.00 |
| 0071 | 713-02-00300 | Temporary Pavement Markings (200 mm Width) | 210 | ln m | 50.00 | 10,500.00 | 1.64 | 344.40 | 1.50 | 315.00 | 1.75 | 367.50 |
| 0072 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (100 mm Width) (1.2 m Length) | 6 | km | 200.00 | 1,200.00 | 4,402.48 | 26,414.88 | 1,950.00 | 11,700.00 | 233.36 | 1,400.16 |
| 0073 | 713-03-02020 | Temporary Pavement Markings (Broken Line) (100 mm W) (3.0 m L) (Type 1 Removable) | 5.7 | km | 2,300.00 | 13,110.00 | 2,093.33 | 11,931.98 | 1,950.00 | 11,115.00 | 2,275.23 | 12,968.81 |
| 0074 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (100 mm Width) | 11.318 | km | 480.00 | 5,432.64 | 440.25 | 4,982.75 | 410.00 | 4,640.38 | 478.47 | 5,415.32 |
| 0075 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 6 | each | 100.00 | 600.00 | 53.68 | 322.08 | 50.00 | 300.00 | 58.34 | 350.04 |
| 0076 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 6 | each | 100.00 | 600.00 | 53.68 | 322.08 | 50.00 | 300.00 | 58.34 | 350.04 |
| 0077 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 578 | each | 4.70 | 2,716.60 | 4.29 | 2,479.62 | 4.00 | 2,312.00 | 4.67 | 2,699.26 |
| 0078 | 716-01-00100 | Mulch (Vegetative) | 10.2 | Mg | 700.00 | 7,140.00 | 821.23 | 8,376.55 | 860.00 | 8,772.00 | 892.59 | 9,104.42 |
| 0079 | 717-01-00100 | Seeding | 100 | kg | 30.00 | 3,000.00 | 20.66 | 2,066.00 | 12.25 | 1,225.00 | 22.46 | 2,246.00 |
| 0080 | 718-01-00100 | Fertilizer | 3,355 | kg | 3.30 | 11,071.50 | 1.54 | 5,166.70 | 1.50 | 5,032.50 | 1.67 | 5,602.85 |
| 0081 | 719-01-02060 | Plants (Tree) (Container) (2 1/2" cal) (Ilex x Opaca 'Eagleson' 'Eagleson' Holly, 7'-8' Min. Hgt., 4'-5' Spread, Straight Single Trunk) | 4 | each | 430.00 | 1,720.00 | 386.46 | 1,545.84 | 127.00 | 508.00 | 420.04 | 1,680.16 |
| 0082 | 719-01-06020 | Plants (Plant) (Container) (1 gallon) (Giant Liriope, Liriope muscari, 12"-15" Hgt., Dense Form and Heavy Growth Habit, planted 12" o.c.) | 660 | each | 6.25 | 4,125.00 | 8.59 | 5,669.40 | 2.50 | 1,650.00 | 9.33 | 6,157.80 |
| 0083 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (Indian Hawthorn, Raphiolepis indica var. 'Clara', 14"-16" Spread, Dense and Compact Form, Heavy Growth Habit) | 41 | each | 25.00 | 1,025.00 | 27.91 | 1,144.31 | 6.00 | 246.00 | 30.34 | 1,243.94 |
| 0084 | 719-01-06140 | Plants (Plant) (Container) (15 gallon) (Cleyera, Ternstroemia gymnanthera, 3'-4' hgt. Dense Form and Heavy Growth Habits) | 27 | each | 154.00 | 4,158.00 | 193.23 | 5,217.21 | 35.00 | 945.00 | 210.02 | 5,670.54 |
| 0085 | 719-02-00200 | Top Dressing Mulch (100 mm Depth) | 610 | sq m | 8.00 | 4,880.00 | 7.91 | 4,825.10 | 4.00 | 2,440.00 | 8.59 | 5,239.90 |
| 0086 | 719-03-00300 | Bed Preparation (250 mm Depth) | 165 | sq m | 26.00 | 4,290.00 | 16.10 | 2,656.50 | 4.00 | 660.00 | 17.50 | 2,887.50 |
| 0087 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 345 | sq m | 7.00 | 2,415.00 | 1.72 | 593.40 | 3.00 | 1,035.00 | 1.87 | 645.15 |
| 0088 | 722-01-00100 | Project Site Laboratory | 1 | each | 20,000.00 | 20,000.00 | 42,940.00 | 42,940.00 | 50,000.00 | 50,000.00 | 8,869.04 | 8,869.04 |
| 0089 | 725-01-00100 | Temporary Detour Roads | 3,227.7 | sq m | 75.50 | 243,691.35 | 62.65 | 202,215.41 | 60.00 | 193,662.00 | 109.48 | 353,368.60 |
| 0090 | 726-01-00100 | Bedding Material | 1,187.6 | cu m | 84.00 | 99,758.40 | 60.37 | 71,695.41 | 65.00 | 77,194.00 | 63.80 | 75,768.88 |
| 0091 | 727-01-00100 | Mobilization | 1 | lump | 1,200,000.00 | 1,200,000.00 | 1,429,454.80 | 1,429,454.80 | 1,290,000.00 | 1,290,000.00 | 1,677,804.65 | 1,677,804.65 |
| 0092 | 729-01-00100 | Sign (Type A) | 18.11 | sq m | 315.00 | 5,704.65 | 160.93 | 2,914.44 | 240.00 | 4,346.40 | 315.03 | 5,705.19 |
| 0093 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | each | 95.00 | 570.00 | 91.25 | 547.50 | 86.00 | 516.00 | 87.51 | 525.06 |
| 0094 | 729-21-00100 | U-Channel Post | 9 | each | 115.00 | 1,035.00 | 107.35 | 966.15 | 86.00 | 774.00 | 116.68 | 1,050.12 |
| 0095 | 731-02-00100 | Reflectorized Raised Pavement Markers | 670 | each | 6.00 | 4,020.00 | 5.26 | 3,524.20 | 5.00 | 3,350.00 | 5.72 | 3,832.40 |
| 0096 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (100 mm Width) (Thermoplastic 90 mil) | 9.3 | km | 1,850.00 | 17,205.00 | 1,826.10 | 16,982.73 | 1,600.00 | 14,880.00 | 1,925.19 | 17,904.27 |
| 0099 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (100 mm Width) (Thermoplastic 90 mil) | 4.41 | km | 675.00 | 2,976.75 | 617.02 | 2,721.06 | 560.00 | 2,469.60 | 670.90 | 2,958.67 |
| 0100 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(200mm W)(0.6m L)(Thermo 90 mil) | 1.188 | km | 1,500.00 | 1,782.00 | 1,341.88 | 1,594.15 | 1,250.00 | 1,485.00 | 1,460.93 | 1,735.58 |
| 0101 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 1 | each | 250.00 | 250.00 | 225.44 | 225.44 | 200.00 | 200.00 | 245.02 | 245.02 |
| 0102 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 18 | each | 250.00 | 4,500.00 | 203.97 | 3,671.46 | 190.00 | 3,420.00 | 221.69 | 3,990.42 |
| 0103 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 6 | each | 250.00 | 1,500.00 | 203.97 | 1,223.82 | 190.00 | 1,140.00 | 221.69 | 1,330.14 |
| 0104 | 732-05-00100 | Removal of Existing Markings | 1 | km | 3,000.00 | 3,000.00 | 1,334.08 | 1,334.08 | 2,000.00 | 2,000.00 | 2,333.57 | 2,333.57 |
| 0105 | 736-01-00100 | Trenching and Backfilling | 746 | ln m | 20.00 | 14,920.00 | 19.23 | 14,345.58 | 18.00 | 13,428.00 | 20.89 | 15,583.94 |
| 0106 | 736-03-00200 | Jacked or Bored Conduit (50 mm HPDE, Sch 80) | 77 | ln m | 65.00 | 5,005.00 | 60.53 | 4,660.81 | 58.00 | 4,466.00 | 65.81 | 5,067.37 |
| 0107 | 736-03-00300 | Jacked or Bored Conduit (75 mm HPDE, Sch 80) | 359 | ln m | 70.00 | 25,130.00 | 64.40 | 23,119.60 | 61.00 | 21,899.00 | 70.01 | 25,133.59 |
| 0108 | 736-04-02000 | Signal Support (Pedestal Pole) | 10 | each | 2,000.00 | 20,000.00 | 1,971.85 | 19,718.50 | 1,745.00 | 17,450.00 | 2,036.04 | 20,360.40 |
| 0109 | 736-04-04100 | Signal Support (9 m Single Mast Arm) | 1 | each | 9,100.00 | 9,100.00 | 8,464.55 | 8,464.55 | 7,885.00 | 7,885.00 | 9,200.08 | 9,200.08 |
| 0110 | 736-04-04160 | Signal Support (13.5 m Single Mast Arm) | 1 | each | 11,500.00 | 11,500.00 | 10,889.58 | 10,889.58 | 10,000.00 | 10,000.00 | 11,835.84 | 11,835.84 |
| 0111 | 736-04-05008 | Signal Support (12m span, 10.5m span add-on arm) | 2 | each | 15,000.00 | 30,000.00 | 14,091.83 | 28,183.66 | 13,500.00 | 27,000.00 | 15,316.36 | 30,632.72 |
| 0112 | 736-04-05010 | Signal Support (13.5m span, 9m span add-on arm) | 3 | each | 15,000.00 | 45,000.00 | 14,379.53 | 43,138.59 | 13,500.00 | 40,500.00 | 15,629.05 | 46,887.15 |
| 0113 | 736-05-02000 | Signal Heads (3 Section, 300 mm Led Lens, R, Y, G) | 22 | each | 1,200.00 | 26,400.00 | 1,256.00 | 27,632.00 | 1,200.00 | 26,400.00 | 1,365.14 | 30,033.08 |
| 0114 | 736-05-02020 | Signal Heads (3 Section, 300 mm Led Lens, R, LT. Y, LT. G) | 9 | each | 1,200.00 | 10,800.00 | 1,193.73 | 10,743.57 | 1,150.00 | 10,350.00 | 1,297.46 | 11,677.14 |
| 0115 | 736-05-03000 | Signal Heads (4 Section, 300 mm Led Lens, R, Y, LT. G, G) | 3 | each | 1,700.00 | 5,100.00 | 1,604.88 | 4,814.64 | 1,500.00 | 4,500.00 | 1,744.34 | 5,233.02 |
| 0116 | 736-06-00100 | Signal Service | 3 | each | 1,200.00 | 3,600.00 | 1,135.76 | 3,407.28 | 1,100.00 | 3,300.00 | 1,234.46 | 3,703.38 |
| 0117 | 736-06-00200 | Signal Service (Pedestal Required) | 2 | each | 2,300.00 | 4,600.00 | 2,159.88 | 4,319.76 | 2,000.00 | 4,000.00 | 2,347.57 | 4,695.14 |
| 0118 | 736-06-00400 | Signal Service (Creosote Pole Required) | 1 | each | 2,400.00 | 2,400.00 | 2,229.66 | 2,229.66 | 2,100.00 | 2,100.00 | 2,423.41 | 2,423.41 |
| 0119 | 736-08-00071 | Sig Cntrlr (TS-2, Type 2, w/Eth cap)(Type 6E Cabinet) (F&I) | 3 | each | 28,000.00 | 84,000.00 | 26,719.42 | 80,158.26 | 25,000.00 | 75,000.00 | 29,041.22 | 87,123.66 |
| 0120 | 736-10-00300 | Underground Junction Box (Type F) | 19 | each | 580.00 | 11,020.00 | 531.38 | 10,096.22 | 500.00 | 9,500.00 | 577.56 | 10,973.64 |
| 0121 | 736-10-00400 | Underground Junction Box (Type G) | 23 | each | 900.00 | 20,700.00 | 825.52 | 18,986.96 | 780.00 | 17,940.00 | 897.26 | 20,636.98 |
| 0122 | 736-10-00500 | Underground Junction Box (Type H) | 3 | each | 1,400.00 | 4,200.00 | 1,361.20 | 4,083.60 | 1,300.00 | 3,900.00 | 1,479.48 | 4,438.44 |
| 0123 | 736-11-00200 | Conduit (25 mm HDPE, Schedule 80) | 30 | ln m | 4.00 | 120.00 | 3.67 | 110.10 | 3.50 | 105.00 | 3.97 | 119.10 |
| 0124 | 736-11-00300 | Conduit (50 mm HDPE, Schedule 80) | 663 | ln m | 5.80 | 3,845.40 | 5.38 | 3,566.94 | 5.00 | 3,315.00 | 5.83 | 3,865.29 |
| 0125 | 736-11-00400 | Conduit (75 mm HDPE, Schedule 80) | 74 | ln m | 10.00 | 740.00 | 9.15 | 677.10 | 8.75 | 647.50 | 9.92 | 734.08 |
| 0126 | 736-12-01040 | Conductor (2c, #14 awg) | 525 | ln m | 4.00 | 2,100.00 | 3.77 | 1,979.25 | 3.50 | 1,837.50 | 4.08 | 2,142.00 |
| 0127 | 736-12-02000 | Conductor (3c, 6 gauge / #6 awg) | 16 | ln m | 12.50 | 200.00 | 11.42 | 182.72 | 10.75 | 172.00 | 12.37 | 197.92 |
| 0128 | 736-12-04000 | Conductor (6c, #14 awg) | 336 | ln m | 6.00 | 2,016.00 | 1.64 | 551.04 | 5.25 | 1,764.00 | 6.07 | 2,039.52 |
| 0129 | 736-12-06000 | Conductor (10c, #14 awg) | 1,134 | ln m | 8.00 | 9,072.00 | 7.55 | 8,561.70 | 7.25 | 8,221.50 | 8.17 | 9,264.78 |
| 0130 | 740-01-00100 | Construction Layout | 1 | lump | 100,000.00 | 100,000.00 | 161,025.00 | 161,025.00 | 310,000.00 | 310,000.00 | 234,552.49 | 234,552.49 |
| 0131 | 804-01-00300 | Precast Concrete Piles (400 mm) | 1,800 | ln m | 162.00 | 291,600.00 | 214.67 | 386,406.00 | 175.00 | 315,000.00 | 161.02 | 289,836.00 |
| 0132 | 804-05-00300 | Precast Concrete Test Piles (400 mm) | 1 | each | 30,000.00 | 30,000.00 | 8,051.25 | 8,051.25 | 12,500.00 | 12,500.00 | 19,835.31 | 19,835.31 |
| 0133 | 804-09-00100 | Loading Test Piles | 1 | each | 30,000.00 | 30,000.00 | 26,837.50 | 26,837.50 | 9,500.00 | 9,500.00 | 36,170.26 | 36,170.26 |
| 0134 | 804-10-00100 | Reloading Test Piles | 1 | each | 1,000.00 | 1,000.00 | 10,735.00 | 10,735.00 | 500.00 | 500.00 | 2,800.28 | 2,800.28 |
| 0135 | 804-11-00100 | Redriving Test Piles | 1 | each | 500.00 | 500.00 | 5,367.50 | 5,367.50 | 750.00 | 750.00 | 2,800.28 | 2,800.28 |
| 0136 | 804-12-00100 | Loading Permanent Piles | 1 | each | 1,000.00 | 1,000.00 | 10,735.00 | 10,735.00 | 1,500.00 | 1,500.00 | 31,503.13 | 31,503.13 |
| 0137 | 804-17-00100 | Dynamic Monitoring | 7 | each | 700.00 | 4,900.00 | 1,073.50 | 7,514.50 | 2,500.00 | 17,500.00 | 1,773.51 | 12,414.57 |
| 0138 | 805-01-00400 | Class A Concrete (Retaining Walls) | 95.92 | cu m | 900.00 | 86,328.00 | 1,127.48 | 108,147.88 | 1,500.00 | 143,880.00 | 1,458.48 | 139,897.40 |
| 0139 | 805-02-00400 | Class A(M) Concrete (Bents) | 105.32 | cu m | 1,280.00 | 134,809.60 | 1,771.96 | 186,622.83 | 1,400.00 | 147,448.00 | 1,248.46 | 131,487.81 |
| 0140 | 805-04-00100 | Class AA(M) Concrete | 527.58 | cu m | 850.00 | 448,443.00 | 939.33 | 495,571.72 | 1,000.00 | 527,580.00 | 1,164.45 | 614,340.53 |
| 0141 | 806-01-00100 | Deformed Reinforcing Steel | 81,277 | kg | 1.70 | 138,170.90 | 2.47 | 200,754.19 | 2.00 | 162,554.00 | 2.57 | 208,881.89 |
| 0142 | 810-01-00100 | Concrete Railing (Standard Barrier) | 108 | ln m | 200.00 | 21,600.00 | 263.02 | 28,406.16 | 255.00 | 27,540.00 | 249.69 | 26,966.52 |
| 0143 | 810-02-00100 | Steel Railing | 64 | ln m | 400.00 | 25,600.00 | 751.44 | 48,092.16 | 600.00 | 38,400.00 | 747.59 | 47,845.76 |
| 0144 | 810-04-00100 | Steel and Concrete Railing | 114 | ln m | 500.00 | 57,000.00 | 858.79 | 97,902.06 | 900.00 | 102,600.00 | 540.22 | 61,585.08 |
| 0145 | 813-01-00100 | Concrete Approach Slabs | 537.51 | sq m | 280.00 | 150,502.80 | 305.96 | 164,456.56 | 275.00 | 147,815.25 | 316.20 | 169,960.66 |
| 0146 | NS-203-00005 | Undercut Excavation (Theoretical Measurement) | 875 | cu m | 12.00 | 10,500.00 | 20.95 | 18,331.25 | 90.00 | 78,750.00 | 22.98 | 20,107.50 |
| 0147 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 29 | ln m | 130.00 | 3,770.00 | 26.84 | 778.36 | 9.00 | 261.00 | 10.43 | 302.47 |
| 0148 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 498,038 | mmlm | 0.06 | 29,882.28 | 0.11 | 54,784.18 | 0.11 | 54,784.18 | 0.12 | 59,764.56 |
| 0149 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,000 | mmlm | 1.00 | 3,000.00 | 0.16 | 480.00 | 0.14 | 420.00 | 0.18 | 540.00 |
| 0150 | NS-713-00001 | Dynamic Message Sign Unit | 2 | each | 20,000.00 | 40,000.00 | 9,017.40 | 18,034.80 | 16,000.00 | 32,000.00 | 15,618.56 | 31,237.12 |
| 0151 | NS-736-00005 | Video Detection Cabinet Components | 12 | each | 3,500.00 | 42,000.00 | 3,206.54 | 38,478.48 | 3,000.00 | 36,000.00 | 3,485.18 | 41,822.16 |
| 0152 | NS-736-00006 | Video Detection Camera | 12 | each | 2,500.00 | 30,000.00 | 2,573.18 | 30,878.16 | 2,400.00 | 28,800.00 | 2,796.78 | 33,561.36 |
| 0153 | NS-736-00010 | LED Pedestrian Countdown Signal Head | 14 | each | 1,200.00 | 16,800.00 | 1,096.04 | 15,344.56 | 1,050.00 | 14,700.00 | 1,191.29 | 16,678.06 |
| 0154 | NS-736-00011 | Pedestrian Push Buttons | 13 | each | 225.00 | 2,925.00 | 205.04 | 2,665.52 | 195.00 | 2,535.00 | 222.86 | 2,897.18 |
| 0155 | NS-ITS-04020 | Fiber Optic Cable, SM, Furnish & Install, 13-48 Fibers | 1,525 | ln m | 9.75 | 14,868.75 | 8.96 | 13,664.00 | 8.50 | 12,962.50 | 9.71 | 14,807.75 |
| 0156 | NS-ITS-04250 | Fiber Optic Drop Cable, SM, 12 Strand, Furnish & Install | 250 | ln m | 9.00 | 2,250.00 | 8.37 | 2,092.50 | 8.00 | 2,000.00 | 9.10 | 2,275.00 |
| 0157 | NS-ITS-04295 | Fiber Optic Patch Cord, SM, 2 Strand, Furnish | 8 | each | 90.00 | 720.00 | 82.66 | 661.28 | 78.00 | 624.00 | 89.84 | 718.72 |
| 0158 | NS-ITS-04425 | Fiber Optic Connection Patch Panel, Outdoor, Furnish & Install | 4 | each | 1,100.00 | 4,400.00 | 1,026.27 | 4,105.08 | 975.00 | 3,900.00 | 1,115.45 | 4,461.80 |
| 0159 | NS-ITS-05005 | Splice Closure, Outdoor, Furnish | 4 | each | 475.00 | 1,900.00 | 433.69 | 1,734.76 | 410.00 | 1,640.00 | 471.38 | 1,885.52 |
| 0160 | NS-ITS-09060 | Local Ethernet Switch, Furnish | 4 | each | 2,000.00 | 8,000.00 | 1,916.20 | 7,664.80 | 1,800.00 | 7,200.00 | 2,082.71 | 8,330.84 |
| 0161 | NS-MSC-00120 | Drainage Structure Paved Gutter Drain | 4 | each | 3,400.00 | 13,600.00 | 2,898.45 | 11,593.80 | 6,500.00 | 26,000.00 | 2,333.57 | 9,334.28 |
| 0162 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 1,108.3 | ln m | 17.80 | 19,727.74 | 11.88 | 13,166.60 | 12.00 | 13,299.60 | 13.12 | 14,540.90 |
| 0163 | 202-02-06140 | Removal of Curbs (Concrete) | 430.8 | ln m | 17.80 | 7,668.24 | 9.28 | 3,997.82 | 12.00 | 5,169.60 | 11.74 | 5,057.59 |
| 0164 | 203-08-00100 | Geotextile Fabric | 35,708 | sq m | 1.50 | 53,562.00 | 3.13 | 111,766.04 | 1.15 | 41,064.20 | 2.16 | 77,129.28 |
| 0165 | 729-16-00100 | Object Marker Assembly (Type 1) | 6 | each | 95.00 | 570.00 | 67.63 | 405.78 | 120.00 | 720.00 | 291.70 | 1,750.20 |
| 0166 | 732-01-02040 | Plastic Pavement Striping (200 mm Width) (Thermoplastic 125 mil) | 0.605 | ln m | 300.00 | 181.50 | 17.62 | 10.66 | 4,000.00 | 2,420.00 | 4,667.12 | 2,823.61 |
| 0167 | 732-01-02080 | Plastic Pavement Striping (600 mm Width) (Thermoplastic 125 mil) | 0.127 | ln m | 300.00 | 38.10 | 35.23 | 4.47 | 14,500.00 | 1,841.50 | 16,720.79 | 2,123.54 |
| 0168 | NS-804-00001 | Vibration Monitoring | 2 | each | 3,000.00 | 6,000.00 | 1,610.25 | 3,220.50 | 9,000.00 | 18,000.00 | 1,750.18 | 3,500.36 |
| ITEM TOTAL (CONSTRUCTION BID) | 11,475,058.91 | 12,474,406.28 | 13,631,760.91 | 14,233,609.88 | ||||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 2,100,000.00 | 1,800,000.00 | 1,925,000.00 | 2,315,000.00 | ||||||||
| TOTAL BID | 13,575,058.91 | 14,274,406.28 | 15,556,760.91 | 16,548,609.88 | ||||||||