Bid Tabulations
Letting of
07/24/2013
LA DOTD Headquarters
| Lead Project: H.001263.6-R1 | |
| Parish: Avoyelles | |
| Routes: LA 1 | |
| Description: Mansura-Marksville | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, TRAFFIC SIGNALIZATION, ALTERNATE AA1 - PORTLAND CEMENT CONCRETE PAVEMENT, ALTERNATE AA2 - SUPERPAVE ASPHALTIC CONCRETE PAVEMENT; AND RELATED WORK. | |
| Estimated Construction Cost: $17,686,336.16 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $16,366,661.25 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $17,744,693.20 |
| 3 | 39462 | Jb James Construction Llc | $19,446,439.86 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Jb James Construction Llc |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | lump | 185,000.00 | 185,000.00 | 60,000.00 | 60,000.00 | 220,000.00 | 220,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | lump | 70,000.00 | 70,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 |
| 0003 | 202-02-00010 | Removal of Billboard signs | 5 | each | 100.00 | 500.00 | 2,400.00 | 12,000.00 | 2,000.00 | 10,000.00 |
| 0004 | 202-02-00010 | Removal of SIGN (STA 12+500 RT) | 1 | each | 100.00 | 100.00 | 4,800.00 | 4,800.00 | 1,000.00 | 1,000.00 |
| 0005 | 202-02-00010 | Removal of Church sign and brick entrances | 1 | each | 100.00 | 100.00 | 5,700.00 | 5,700.00 | 500.00 | 500.00 |
| 0006 | 202-02-00010 | Removal of BRICK ENTRANCES & SIGN (STA 13+125 LT, NEW LIFE CHURCH) | 1 | each | 100.00 | 100.00 | 5,700.00 | 5,700.00 | 500.00 | 500.00 |
| 0007 | 202-02-00010 | Removal of SIGN (STA 10+452 RT, COTTONPORT BANK) | 1 | each | 100.00 | 100.00 | 5,000.00 | 5,000.00 | 500.00 | 500.00 |
| 0008 | 202-02-02020 | Removal of Asphalt Pavement | 6,941.7 | sq m | 3.75 | 26,031.38 | 5.00 | 34,708.50 | 5.60 | 38,873.52 |
| 0009 | 202-02-05000 | Removal of Building 13+493 RT 24mX10m CINDER BLOCK COMMERCIAL (NON-FRIABLE) | 1 | each | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0010 | 202-02-05000 | Removal of Building (Sta No. 11+060 Rt 18m X 24m Brick Commercial) (Tile 2% Chrysotile & Mastic 10% Chrysotile) | 1 | each | 100.00 | 100.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 |
| 0011 | 202-02-05000 | Removal of Building STA 15+895 RT. CANOPY, FUEL PUMPS, 3 UST, SIGN | 1 | each | 100.00 | 100.00 | 45,000.00 | 45,000.00 | 30,000.00 | 30,000.00 |
| 0012 | 202-02-05000 | Removal of Building metal, block, wood, and brick | 9 | each | 100.00 | 900.00 | 1,000.00 | 9,000.00 | 2,500.00 | 22,500.00 |
| 0013 | 202-02-05000 | Removal of Building Sta 10+370 Rt. CANOPY, FUEL PUMPS, 3 UST, 2 MONITORING WELLS, 3 LIGHT POLES | 1 | each | 100.00 | 100.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 |
| 0014 | 202-02-05000 | Removal of Building STA 11+256 LT BUILDING, FUEL PUMPS, TANK, & SIGN | 1 | each | 100.00 | 100.00 | 22,000.00 | 22,000.00 | 15,000.00 | 15,000.00 |
| 0015 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 52.5 | ln m | 35.00 | 1,837.50 | 100.00 | 5,250.00 | 22.00 | 1,155.00 |
| 0016 | 202-02-06100 | Removal of Concrete Walks and Drives | 20,150.8 | sq m | 1.00 | 20,150.80 | 8.50 | 171,281.80 | 10.50 | 211,583.40 |
| 0017 | 202-02-06140 | Removal of Curbs (Concrete) | 1,913.9 | ln m | 9.50 | 18,182.05 | 15.00 | 28,708.50 | 11.50 | 22,009.85 |
| 0018 | 202-02-14500 | Removal of Guard Rail | 146 | ln m | 18.00 | 2,628.00 | 20.00 | 2,920.00 | 19.01 | 2,775.46 |
| 0019 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 1,914.4 | sq m | 9.50 | 18,186.80 | 12.00 | 22,972.80 | 10.00 | 19,144.00 |
| 0020 | 202-02-40100 | Removal of Traffic Signal Equipment | 1 | lump | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 19,000.00 | 19,000.00 |
| 0021 | 202-03-00010 | Relocation Monument @ Sta. 15+640 Rt | 1 | each | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 |
| 0022 | 202-05-00100 | Excavation, Disposal and Backfilling of Contaminated Soil | 578 | cu m | 110.00 | 63,580.00 | 150.00 | 86,700.00 | 150.00 | 86,700.00 |
| 0023 | 203-01-00100 | General Excavation | 47,201 | cu m | 9.50 | 448,409.50 | 10.00 | 472,010.00 | 12.00 | 566,412.00 |
| 0024 | 203-02-00100 | Drainage Excavation | 293 | cu m | 32.00 | 9,376.00 | 20.00 | 5,860.00 | 22.00 | 6,446.00 |
| 0025 | 203-03-00100 | Embankment | 26,476 | cu m | 16.00 | 423,616.00 | 13.50 | 357,426.00 | 18.00 | 476,568.00 |
| 0026 | 203-04-00300 | Nonplastic Embankment (Stone) | 923 | cu m | 1.00 | 923.00 | 175.00 | 161,525.00 | 140.00 | 129,220.00 |
| 0027 | 204-02-00100 | Temporary Hay or Straw Bales | 57 | each | 25.00 | 1,425.00 | 15.00 | 855.00 | 16.00 | 912.00 |
| 0028 | 204-04-00100 | Temporary Sediment Basins | 116 | each | 1.00 | 116.00 | 300.00 | 34,800.00 | 275.00 | 31,900.00 |
| 0029 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 57 | each | 300.00 | 17,100.00 | 145.00 | 8,265.00 | 110.00 | 6,270.00 |
| 0030 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 17 | each | 300.00 | 5,100.00 | 750.00 | 12,750.00 | 800.00 | 13,600.00 |
| 0031 | 204-06-00100 | Temporary Silt Fencing | 12,180 | ln m | 5.00 | 60,900.00 | 5.00 | 60,900.00 | 5.50 | 66,990.00 |
| 0032 | 305-01-04020 | Subgrade Layer (300 mm Thick) (Treated) | 86,068.1 | sq m | 9.50 | 817,646.95 | 3.50 | 301,238.35 | 10.00 | 860,681.00 |
| 0033 | 401-01-00100 | Aggregate Surface Course (Net Section) | 626.3 | cu m | 30.00 | 18,789.00 | 20.00 | 12,526.00 | 115.00 | 72,024.50 |
| 0034 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,000 | cu m | 50.00 | 50,000.00 | 50.00 | 50,000.00 | 100.00 | 100,000.00 |
| 0037 | 510-01-00250 | Pavement Patching (356 mm Minimum Thickness) | 341 | sq m | 170.00 | 57,970.00 | 120.00 | 40,920.00 | 175.00 | 59,675.00 |
| 0038 | 601-01-00500 | Portland Cement Concrete Pavement (250 mm Thick) | 1,796 | sq m | 130.00 | 233,480.00 | 95.00 | 170,620.00 | 100.00 | 179,600.00 |
| 0039 | 601-02-01100 | Portland Cement Concrete Pavement (250 mm Thick) (Crossovers & Turnouts) | 2,240.3 | sq m | 130.00 | 291,239.00 | 95.00 | 212,828.50 | 85.00 | 190,425.50 |
| 0040 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 5 | each | 170.00 | 850.00 | 175.00 | 875.00 | 100.00 | 500.00 |
| 0041 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 65 | ln m | 100.00 | 6,500.00 | 18.00 | 1,170.00 | 28.00 | 1,820.00 |
| 0042 | 602-03-00100 | Cleaning and Sealing Random cracks | 154 | ln m | 100.00 | 15,400.00 | 18.00 | 2,772.00 | 28.00 | 4,312.00 |
| 0043 | 602-05-03200 | Full Depth Patching of Jointed Concrete Pavement (40.1 square meters and over) (250 mm Thick) | 58.8 | sq m | 350.00 | 20,580.00 | 185.00 | 10,878.00 | 200.00 | 11,760.00 |
| 0044 | 701-01-01001 | Cross Drain Pipe (600 mm RCP) | 80 | ln m | 295.00 | 23,600.00 | 300.00 | 24,000.00 | 228.00 | 18,240.00 |
| 0045 | 701-01-01020 | Cross Drain Pipe (750 mm RCP/PP) | 37 | ln m | 320.00 | 11,840.00 | 400.00 | 14,800.00 | 365.00 | 13,505.00 |
| 0046 | 701-01-01080 | Cross Drain Pipe (1200 mm RCP/PP) | 20 | ln m | 650.00 | 13,000.00 | 680.00 | 13,600.00 | 600.00 | 12,000.00 |
| 0047 | 701-01-01140 | Cross Drain Pipe (1800 mm RCP) | 116 | ln m | 1,600.00 | 185,600.00 | 1,450.00 | 168,200.00 | 1,600.00 | 185,600.00 |
| 0048 | 701-02-01000 | Cross Drain Pipe Arch (600 mm Equiv. RCPA) | 230 | ln m | 284.00 | 65,320.00 | 350.00 | 80,500.00 | 385.00 | 88,550.00 |
| 0049 | 701-02-01060 | Cross Drain Pipe Arch (1050 mm Equiv. RCPA) | 147 | ln m | 545.00 | 80,115.00 | 450.00 | 66,150.00 | 580.00 | 85,260.00 |
| 0050 | 701-02-01120 | Cross Drain Pipe Arch (1500 mm Equiv. RCPA) | 90 | ln m | 894.00 | 80,460.00 | 750.00 | 67,500.00 | 800.00 | 72,000.00 |
| 0051 | 701-03-01000 | Storm Drain Pipe (375 mm RCP/PP) | 2,102 | ln m | 110.00 | 231,220.00 | 160.00 | 336,320.00 | 195.00 | 409,890.00 |
| 0052 | 701-03-01020 | Storm Drain Pipe (450 mm RCP/PP) | 727 | ln m | 145.00 | 105,415.00 | 185.00 | 134,495.00 | 261.00 | 189,747.00 |
| 0053 | 701-03-01040 | Storm Drain Pipe (600 mm RCP/PP) | 697 | ln m | 200.00 | 139,400.00 | 275.00 | 191,675.00 | 342.00 | 238,374.00 |
| 0054 | 701-03-01060 | Storm Drain Pipe (750 mm RCP/PP) | 108 | ln m | 321.00 | 34,668.00 | 340.00 | 36,720.00 | 468.00 | 50,544.00 |
| 0055 | 701-03-01080 | Storm Drain Pipe (900 mm RCP/PP) | 384 | ln m | 366.00 | 140,544.00 | 450.00 | 172,800.00 | 510.00 | 195,840.00 |
| 0056 | 701-03-01090 | Storm Drain Pipe (1050 mm RCP/PP) | 115 | ln m | 518.00 | 59,570.00 | 600.00 | 69,000.00 | 625.00 | 71,875.00 |
| 0057 | 701-04-01040 | Storm Drain Pipe Arch (600 mm Equiv. RCPA) | 222 | ln m | 196.00 | 43,512.00 | 210.00 | 46,620.00 | 250.00 | 55,500.00 |
| 0058 | 701-05-01040 | Side Drain Pipe (450 mm RCP/PP/CMP) | 504 | ln m | 115.00 | 57,960.00 | 155.00 | 78,120.00 | 205.00 | 103,320.00 |
| 0059 | 701-05-01060 | Side Drain Pipe (600 mm RCP/PP/CMP) | 461 | ln m | 150.00 | 69,150.00 | 200.00 | 92,200.00 | 236.00 | 108,796.00 |
| 0060 | 701-05-01080 | Side Drain Pipe (750 mm RCP/PP/CMP) | 17 | ln m | 182.00 | 3,094.00 | 250.00 | 4,250.00 | 382.00 | 6,494.00 |
| 0061 | 701-06-01020 | Side Drain Pipe Arch (450 mm Equiv. RCPA/CMPA) | 187 | ln m | 231.00 | 43,197.00 | 175.00 | 32,725.00 | 178.00 | 33,286.00 |
| 0062 | 701-06-01040 | Side Drain Pipe Arch (600 mm Equiv. RCPA/CMPA) | 85 | ln m | 190.00 | 16,150.00 | 260.00 | 22,100.00 | 209.00 | 17,765.00 |
| 0063 | 701-06-01060 | Side Drain Pipe Arch (750 mm Equiv. RCPA/CMPA) | 12 | ln m | 240.00 | 2,880.00 | 290.00 | 3,480.00 | 314.00 | 3,768.00 |
| 0064 | 701-06-01080 | Side Drain Pipe Arch (900 mm Equiv. RCPA/CMPA) | 24 | ln m | 288.00 | 6,912.00 | 500.00 | 12,000.00 | 345.00 | 8,280.00 |
| 0065 | 701-07-00300 | Yard Drain Pipe (200 mm) | 19 | ln m | 100.00 | 1,900.00 | 250.00 | 4,750.00 | 200.00 | 3,800.00 |
| 0066 | 701-09-00100 | Fabricating Pipe Fittings | 29 | each | 600.00 | 17,400.00 | 600.00 | 17,400.00 | 550.00 | 15,950.00 |
| 0067 | 702-02-00100 | Manholes (MH-06(M)) | 7 | each | 6,600.00 | 46,200.00 | 3,500.00 | 24,500.00 | 4,000.00 | 28,000.00 |
| 0068 | 702-02-00300 | Manholes (R-CB-11 MOD) | 1 | each | 7,900.00 | 7,900.00 | 5,000.00 | 5,000.00 | 3,600.00 | 3,600.00 |
| 0069 | 702-03-00100 | Catch Basins (CB-01(M)) | 50 | each | 2,600.00 | 130,000.00 | 2,350.00 | 117,500.00 | 2,700.00 | 135,000.00 |
| 0070 | 702-03-00200 | Catch Basins (CB-02(M)) | 1 | each | 3,400.00 | 3,400.00 | 6,000.00 | 6,000.00 | 3,400.00 | 3,400.00 |
| 0071 | 702-03-00400 | Catch Basins (CB-05) | 6 | each | 2,200.00 | 13,200.00 | 800.00 | 4,800.00 | 600.00 | 3,600.00 |
| 0072 | 702-03-00500 | Catch Basins (CB-06(M)) | 49 | each | 4,100.00 | 200,900.00 | 3,200.00 | 156,800.00 | 4,000.00 | 196,000.00 |
| 0073 | 702-03-00600 | Catch Basins (CB-07(M)) | 6 | each | 5,500.00 | 33,000.00 | 4,000.00 | 24,000.00 | 4,000.00 | 24,000.00 |
| 0074 | 702-03-00700 | Catch Basins (CB-08(M)) | 7 | each | 11,600.00 | 81,200.00 | 8,900.00 | 62,300.00 | 10,000.00 | 70,000.00 |
| 0075 | 702-04-00100 | Adjusting Manholes | 1 | each | 5,000.00 | 5,000.00 | 900.00 | 900.00 | 2,200.00 | 2,200.00 |
| 0076 | 703-01-00100 | Shoulder Underdrain Systems | 3,808 | ln m | 32.00 | 121,856.00 | 42.00 | 159,936.00 | 40.00 | 152,320.00 |
| 0077 | 703-02-00100 | Shoulder Outlet Underdrains | 26 | each | 1.00 | 26.00 | 275.00 | 7,150.00 | 750.00 | 19,500.00 |
| 0078 | 703-04-00100 | Nonperforated Pipe Underdrains | 70 | ln m | 1.00 | 70.00 | 70.00 | 4,900.00 | 61.00 | 4,270.00 |
| 0079 | 705-01-00100 | Barbed Wire Fence | 626 | ln m | 22.00 | 13,772.00 | 22.00 | 13,772.00 | 23.00 | 14,398.00 |
| 0080 | 705-03-00100 | Single Swinging Walk Gates | 1 | each | 550.00 | 550.00 | 500.00 | 500.00 | 560.00 | 560.00 |
| 0081 | 705-05-00100 | Double Swinging Driveway Gates | 1 | dbgt | 850.00 | 850.00 | 750.00 | 750.00 | 838.00 | 838.00 |
| 0082 | 705-06-00100 | Chain Link Fence (1200 mm Height) | 32 | ln m | 55.00 | 1,760.00 | 50.00 | 1,600.00 | 53.00 | 1,696.00 |
| 0083 | 705-06-00400 | Chain Link Fence (2100 mm Height) | 30 | ln m | 75.00 | 2,250.00 | 70.00 | 2,100.00 | 76.00 | 2,280.00 |
| 0084 | 705-09-00100 | Rebuilt Fence | 99 | ln m | 105.00 | 10,395.00 | 100.00 | 9,900.00 | 106.00 | 10,494.00 |
| 0085 | 706-01-00100 | Concrete Walk (100 mm Thick) | 4,196.6 | sq m | 49.00 | 205,633.40 | 48.00 | 201,436.80 | 56.00 | 235,009.60 |
| 0086 | 706-02-00200 | Concrete Drive (150 mm Thick) | 10,440.7 | sq m | 49.00 | 511,594.30 | 60.00 | 626,442.00 | 58.00 | 605,560.60 |
| 0087 | 706-04-00100 | Handicapped Curb Ramps | 23 | each | 1,700.00 | 39,100.00 | 1,000.00 | 23,000.00 | 895.00 | 20,585.00 |
| 0088 | 707-01-00200 | Concrete Curb (Barrier) | 4,020.4 | ln m | 73.00 | 293,489.20 | 50.00 | 201,020.00 | 10.00 | 40,204.00 |
| 0089 | 708-01-00100 | Right-of-Way Monument | 117 | each | 240.00 | 28,080.00 | 175.00 | 20,475.00 | 160.00 | 18,720.00 |
| 0090 | 708-02-00100 | Right-of-Way Monument Witness Post | 62 | each | 240.00 | 14,880.00 | 175.00 | 10,850.00 | 50.00 | 3,100.00 |
| 0091 | 710-01-00100 | Flowable Fill | 277 | cu m | 140.00 | 38,780.00 | 250.00 | 69,250.00 | 200.00 | 55,400.00 |
| 0092 | 711-03-00300 | Riprap (15 kg) Sta. 15+655 Rt | 90.7 | Mg | 100.00 | 9,070.00 | 80.00 | 7,256.00 | 165.00 | 14,965.50 |
| 0093 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 80,000.00 | 80,000.00 | 175,000.00 | 175,000.00 | 300,000.00 | 300,000.00 |
| 0094 | 713-02-00100 | Temporary Pavement Markings (100 mm Width) | 70,734 | ln m | 0.40 | 28,293.60 | 0.50 | 35,367.00 | 0.30 | 21,220.20 |
| 0095 | 713-02-00300 | Temporary Pavement Markings (200 mm Width) | 450 | ln m | 0.75 | 337.50 | 0.75 | 337.50 | 0.60 | 270.00 |
| 0096 | 713-02-00500 | Temporary Pavement Markings (600 mm Width) | 162 | ln m | 2.50 | 405.00 | 2.25 | 364.50 | 2.00 | 324.00 |
| 0097 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 275 | each | 1.00 | 275.00 | 50.00 | 13,750.00 | 55.00 | 15,125.00 |
| 0098 | 713-05-00300 | Temporary Pavement Legends & Symbols (ONLY) | 40 | each | 1.00 | 40.00 | 50.00 | 2,000.00 | 55.00 | 2,200.00 |
| 0099 | 716-01-00100 | Mulch (Vegetative) | 76.5 | Mg | 450.00 | 34,425.00 | 425.00 | 32,512.50 | 440.00 | 33,660.00 |
| 0100 | 717-01-00100 | Seeding | 767 | kg | 19.00 | 14,573.00 | 20.00 | 15,340.00 | 20.00 | 15,340.00 |
| 0101 | 718-01-00100 | Fertilizer | 19,085 | kg | 0.85 | 16,222.25 | 0.80 | 15,268.00 | 0.80 | 15,268.00 |
| 0102 | 722-01-00100 | Project Site Laboratory | 1 | each | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 14,500.00 | 14,500.00 |
| 0103 | 726-01-00100 | Bedding Material | 2,131.8 | cu m | 90.00 | 191,862.00 | 150.00 | 319,770.00 | 110.00 | 234,498.00 |
| 0104 | 727-01-00100 | Mobilization | 1 | lump | 900,000.00 | 900,000.00 | 1,350,000.00 | 1,350,000.00 | 1,800,000.00 | 1,800,000.00 |
| 0105 | 729-01-00100 | Sign (Type A) | 4.5 | sq m | 100.00 | 450.00 | 300.00 | 1,350.00 | 200.00 | 900.00 |
| 0106 | 729-16-00200 | Object Marker Assembly (Type 2) | 18 | each | 60.00 | 1,080.00 | 85.00 | 1,530.00 | 80.00 | 1,440.00 |
| 0107 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,790 | each | 5.50 | 15,345.00 | 4.50 | 12,555.00 | 4.25 | 11,857.50 |
| 0110 | 732-02-02060 | Plastic Pavement Striping (Solid Line) (300 mm Width) (Thermoplastic 90 mil) | 0.312 | km | 16,000.00 | 4,992.00 | 4,900.00 | 1,528.80 | 5,000.00 | 1,560.00 |
| 0111 | 732-02-02080 | Plastic Pavement Striping (Solid Line) (600 mm Width) (Thermoplastic 90 mil) | 0.586 | km | 25,000.00 | 14,650.00 | 10,000.00 | 5,860.00 | 10,000.00 | 5,860.00 |
| 0112 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (100 mm Width) (Thermoplastic 90 mil) | 21.482 | km | 650.00 | 13,963.30 | 400.00 | 8,592.80 | 425.00 | 9,129.85 |
| 0113 | 732-04-01020 | Plastic Pavement Legends and Symbols (Arrow - Straight) | 26 | each | 325.00 | 8,450.00 | 200.00 | 5,200.00 | 220.00 | 5,720.00 |
| 0114 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 22 | each | 325.00 | 7,150.00 | 225.00 | 4,950.00 | 250.00 | 5,500.00 |
| 0115 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 81 | each | 325.00 | 26,325.00 | 210.00 | 17,010.00 | 220.00 | 17,820.00 |
| 0116 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 8 | each | 325.00 | 2,600.00 | 210.00 | 1,680.00 | 220.00 | 1,760.00 |
| 0117 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 14 | each | 325.00 | 4,550.00 | 210.00 | 2,940.00 | 220.00 | 3,080.00 |
| 0118 | 732-05-00100 | Removal of Existing Markings | 24 | km | 1,100.00 | 26,400.00 | 1,350.00 | 32,400.00 | 1,350.00 | 32,400.00 |
| 0119 | 735-01-00100 | Mailboxes | 24 | each | 1.00 | 24.00 | 5.00 | 120.00 | 50.00 | 1,200.00 |
| 0120 | 735-02-00100 | Mailbox Supports (Single) | 14 | each | 140.00 | 1,960.00 | 125.00 | 1,750.00 | 160.00 | 2,240.00 |
| 0121 | 735-03-00100 | Mailbox Supports (Double) | 5 | each | 190.00 | 950.00 | 200.00 | 1,000.00 | 320.00 | 1,600.00 |
| 0122 | 736-01-00100 | Trenching and Backfilling | 244 | ln m | 14.00 | 3,416.00 | 26.00 | 6,344.00 | 22.00 | 5,368.00 |
| 0123 | 736-03-00200 | Jacked or Bored Conduit (50 mm HPDE, Sch 80) | 5,480 | ln m | 31.00 | 169,880.00 | 30.00 | 164,400.00 | 30.00 | 164,400.00 |
| 0124 | 736-03-00300 | Jacked or Bored Conduit (75 mm HPDE, Sch 80) | 510 | ln m | 47.00 | 23,970.00 | 50.00 | 25,500.00 | 50.00 | 25,500.00 |
| 0125 | 736-04-02000 | Signal Support (Pedestal Pole) | 1 | each | 2,300.00 | 2,300.00 | 2,600.00 | 2,600.00 | 1,200.00 | 1,200.00 |
| 0126 | 736-04-04100 | Signal Support (9 m Single Mast Arm) | 4 | each | 10,000.00 | 40,000.00 | 12,000.00 | 48,000.00 | 8,700.00 | 34,800.00 |
| 0127 | 736-04-04120 | Signal Support (10.5 m Single Mast Arm) | 1 | each | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 |
| 0128 | 736-04-04140 | Signal Support (12 m Single Mast Arm) | 2 | each | 12,000.00 | 24,000.00 | 12,000.00 | 24,000.00 | 11,000.00 | 22,000.00 |
| 0129 | 736-04-04160 | Signal Support (13.5 m Single Mast Arm) | 3 | each | 12,500.00 | 37,500.00 | 13,000.00 | 39,000.00 | 12,000.00 | 36,000.00 |
| 0130 | 736-04-04180 | Signal Support (15 m Single Mast Arm) | 8 | each | 14,000.00 | 112,000.00 | 14,000.00 | 112,000.00 | 14,000.00 | 112,000.00 |
| 0131 | 736-04-05007 | Signal Support (12m span, 9m span add-on arm) | 2 | each | 16,000.00 | 32,000.00 | 17,000.00 | 34,000.00 | 15,000.00 | 30,000.00 |
| 0132 | 736-05-02020 | Signal Heads (3 Section, 300 mm Led Lens, R, LT. Y, LT. G) | 45 | each | 950.00 | 42,750.00 | 1,100.00 | 49,500.00 | 1,200.00 | 54,000.00 |
| 0133 | 736-05-04000 | Signal Heads (5 Section, 300 mm Led Lens, R, LT. Y, Y, LT. G, G) | 9 | each | 1,500.00 | 13,500.00 | 1,450.00 | 13,050.00 | 1,600.00 | 14,400.00 |
| 0134 | 736-06-00200 | Signal Service (Pedestal Required) | 3 | each | 2,600.00 | 7,800.00 | 2,100.00 | 6,300.00 | 1,500.00 | 4,500.00 |
| 0135 | 736-06-00600 | Signal Service (Existing Pole) | 5 | each | 1,800.00 | 9,000.00 | 1,800.00 | 9,000.00 | 900.00 | 4,500.00 |
| 0136 | 736-08-00071 | Sig Cntrlr (TS-2, Type 2, w/Eth cap)(Type 6E Cabinet) (F&I) | 6 | each | 26,000.00 | 156,000.00 | 25,000.00 | 150,000.00 | 27,000.00 | 162,000.00 |
| 0137 | 736-10-00200 | Underground Junction Box (Type E) | 3 | each | 450.00 | 1,350.00 | 550.00 | 1,650.00 | 400.00 | 1,200.00 |
| 0138 | 736-10-00300 | Underground Junction Box (Type F) | 19 | each | 525.00 | 9,975.00 | 550.00 | 10,450.00 | 500.00 | 9,500.00 |
| 0139 | 736-10-00500 | Underground Junction Box (Type H) | 6 | each | 1,000.00 | 6,000.00 | 1,000.00 | 6,000.00 | 1,000.00 | 6,000.00 |
| 0140 | 736-11-00300 | Conduit (50 mm HDPE, Schedule 80) | 190 | ln m | 6.00 | 1,140.00 | 14.00 | 2,660.00 | 6.00 | 1,140.00 |
| 0141 | 736-11-00400 | Conduit (75 mm HDPE, Schedule 80) | 54 | ln m | 10.00 | 540.00 | 28.00 | 1,512.00 | 10.00 | 540.00 |
| 0142 | 736-12-02020 | Conductor (3c, #14 awg) | 152 | ln m | 11.00 | 1,672.00 | 3.25 | 494.00 | 4.00 | 608.00 |
| 0143 | 736-12-04000 | Conductor (6c, #14 awg) | 44 | ln m | 5.50 | 242.00 | 8.00 | 352.00 | 5.50 | 242.00 |
| 0144 | 736-12-06000 | Conductor (10c, #14 awg) | 1,084 | ln m | 6.50 | 7,046.00 | 11.00 | 11,924.00 | 7.00 | 7,588.00 |
| 0145 | 740-01-00100 | Construction Layout | 1 | lump | 100,000.00 | 100,000.00 | 275,000.00 | 275,000.00 | 175,000.00 | 175,000.00 |
| 0146 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 29.93 | cu m | 1,600.00 | 47,888.00 | 1,900.00 | 56,867.00 | 1,700.00 | 50,881.00 |
| 0147 | 805-12-33000 | Reinforced Concrete Box Culverts (1200 mm x 1200 mm) (Extension) | 42 | ln m | 2,200.00 | 92,400.00 | 1,750.00 | 73,500.00 | 1,400.00 | 58,800.00 |
| 0148 | 805-12-37020 | Reinforced Concrete Box Culverts (2700 mm x 2400 mm) (Extension) | 32 | ln m | 3,400.00 | 108,800.00 | 4,000.00 | 128,000.00 | 3,300.00 | 105,600.00 |
| 0149 | 806-01-00100 | Deformed Reinforcing Steel | 1,465.6 | kg | 5.00 | 7,328.00 | 1.25 | 1,832.00 | 3.50 | 5,129.60 |
| 0150 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 2,069,942 | mmlm | 0.01 | 20,699.42 | 0.10 | 206,994.20 | 0.08 | 165,595.36 |
| 0151 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 748,600 | mmlm | 0.01 | 7,486.00 | 0.25 | 187,150.00 | 0.11 | 82,346.00 |
| 0152 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 731,075 | mmlm | 0.11 | 80,418.25 | 0.25 | 182,768.75 | 0.15 | 109,661.25 |
| 0153 | NS-736-00001 | GPS | 6 | each | 1,000.00 | 6,000.00 | 1,100.00 | 6,600.00 | 1,000.00 | 6,000.00 |
| 0154 | NS-736-00005 | Video Detection Cabinet Components | 6 | each | 9,000.00 | 54,000.00 | 8,000.00 | 48,000.00 | 8,500.00 | 51,000.00 |
| 0155 | NS-736-00006 | Video Detection Camera | 23 | each | 2,200.00 | 50,600.00 | 2,500.00 | 57,500.00 | 2,200.00 | 50,600.00 |
| 0156 | NS-736-00007 | Video Detection Training | 1 | lump | 0.55 | 0.55 | 175.00 | 175.00 | 275.00 | 275.00 |
| 0157 | NS-MSC-00120 | Drainage Structure (CB-SD06) | 34 | each | 5,300.00 | 180,200.00 | 4,500.00 | 153,000.00 | 8,000.00 | 272,000.00 |
| 0158 | NS-MSC-00120 | Drainage Structure (CB-SD07) | 10 | each | 5,800.00 | 58,000.00 | 5,500.00 | 55,000.00 | 10,000.00 | 100,000.00 |
| 0168 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) (or Blended Calcium Sulfate) | 1,096.2 | cu m | 128.00 | 140,313.60 | 175.00 | 191,835.00 | 118.00 | 129,351.60 |
| 0169 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (100 mm Width) (Thermoplastic 90 mil) | 15 | km | 2,100.00 | 31,500.00 | 1,450.00 | 21,750.00 | 2,650.00 | 39,750.00 |
| 0170 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (200 mm Width) (Thermoplastic 90 mil) | 0.76 | km | 10,000.00 | 7,600.00 | 3,000.00 | 2,280.00 | 2,650.00 | 2,014.00 |
| 0176 | 701-04-01020 | Storm Drain Pipe Arch (450 mm Equiv. RCPA) | 82 | ln m | 175.00 | 14,350.00 | 100.00 | 8,200.00 | 175.00 | 14,350.00 |
| SUBTOTAL GENERAL | 9,289,667 | 10,553,367 | 11,951,254 | |||||||
| Alternate AA1 | ||||||||||
| 0160 | 509-01-00100 | Cold Planing Asphaltic Pavement (Concrete Alternate) | 42,065 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0161 | 601-01-00100 | Portland Cement Concrete Pavement (200 mm Thick) (Concrete Alternate) | 106,165.2 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0162 | 601-02-00700 | Portland Cement Concrete Pavement (200 mm Thick) (Crossovers & Turnouts) (Concrete Alternate) | 6,688.2 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0163 | 601-03-00700 | Portland Cement Concrete Shoulder (200 mm Thick) (Concrete Alternate) | 20,073.6 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0164 | 706-02-00200 | Concrete Drive (150 mm Thick) (Concrete Alternate) | 2,654.9 | sq m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0171 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) (or Blended Calcium Sulfate) | 23,794.2 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0172 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement (Concrete Alternate) | -4,207 | cu m | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT AA1 | 00 | 00 | 00 | |||||||
| Alternate AA2 | ||||||||||
| 0166 | 502-01-00100 | Superpave Asphaltic Concrete (Asphalt Alternate) | 43,765.6 | Mg | 89.00 | 3,895,138.40 | 89.00 | 3,895,138.40 | 96.00 | 4,201,497.60 |
| 0167 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous (Asphalt Alternate) | 2,969.4 | Mg | 145.00 | 430,563.00 | 120.00 | 356,328.00 | 105.00 | 311,787.00 |
| 0173 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) (or Blended Calcium Sulfate) | 27,197.4 | cu m | 100.00 | 2,719,740.00 | 105.00 | 2,855,727.00 | 105.00 | 2,855,727.00 |
| 0174 | 509-01-00100 | Cold Planing Asphaltic Pavement (Asphalt Alternate) | 42,065 | sq m | 1.50 | 63,097.50 | 2.50 | 105,162.50 | 3.00 | 126,195.00 |
| 0175 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement (Asphalt Alternate) | -2,103 | cu m | 15.00 | -31,545.00 | 10.00 | -21,030.00 | 0.01 | -21.03 |
| SUBTOTAL ALT AA2 | 7,076,993.90 | 7,191,325.90 | 7,495,185.57 | |||||||
| CONTRACTOR TOTAL | 16,366,661.25 | 17,744,693.20 | 19,446,439.86 | |||||||