Bid Tabulations
Letting of
06/30/2010
LA DOTD Headquarters
| Lead Project: 061-05-0050 | |
| Parish: East Feliciana | |
| Routes: LA 10 | |
| Description: JUNCTION LA 68 - CLINTON (WEST SECTION) | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $13,121,868.02 | |
| Maximum Number of Days Allowed for Construction: 590 | |
| Calculated Daily User Cost: $1,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $10,917,282.96 | 500 | $11,417,282.96 |
| 2 | 00046 | Barber Bros. Contracting Co., L.L.C | $11,046,314.35 | 500 | $11,546,314.35 |
| 3 | 39462 | JB James Construction LLC | $11,287,807.10 | 450 | $11,737,807.10 |
| 4 | 00481 | Coastal Bridge Co., L.L.C. | $11,786,023.82 | 475 | $12,261,023.82 |
| 5 | 06276 | Barriere Construction Co., LLC | $12,037,184.00 | 535 | $12,572,184.00 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $12,929,686.96 | 500 | $13,429,686.96 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - F.G. Sullivan, Jr. Contractor LLC |
- 2 - Barber Bros. Contracting Co., L.L.C |
- 3 - JB James Construction LLC |
- 4 - Coastal Bridge Co., 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 | 80,000.00 | 80,000.00 | 225,000.00 | 225,000.00 | 500,000.00 | 500,000.00 | 725,000.00 | 725,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 80,000.00 | 80,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (Sta. 291+36.36; 146' x 24' Conc. Deck Girder Bridge) | 1 | EACH | 62,000.00 | 62,000.00 | 60,000.00 | 60,000.00 | 22,600.00 | 22,600.00 | 50,000.00 | 50,000.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 851 | SQYD | 7.00 | 5,957.00 | 15.00 | 12,765.00 | 10.00 | 8,510.00 | 8.40 | 7,148.40 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 77,637.1 | SQYD | 5.00 | 388,185.50 | 2.00 | 155,274.20 | 2.00 | 155,274.20 | 4.70 | 364,894.37 |
| 0006 | 203-01-00100 | General Excavation | 85,332 | CUYD | 4.00 | 341,328.00 | 6.00 | 511,992.00 | 5.00 | 426,660.00 | 4.70 | 401,060.40 |
| 0007 | 203-02-00100 | Drainage Excavation | 1,856 | CUYD | 14.00 | 25,984.00 | 25.00 | 46,400.00 | 11.00 | 20,416.00 | 6.15 | 11,414.40 |
| 0008 | 203-03-00100 | Embankment | 89,872 | CUYD | 2.00 | 179,744.00 | 8.00 | 718,976.00 | 10.50 | 943,656.00 | 2.75 | 247,148.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 576 | EACH | 95.00 | 54,720.00 | 100.00 | 57,600.00 | 90.00 | 51,840.00 | 95.50 | 55,008.00 |
| 0010 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 18 | EACH | 400.00 | 7,200.00 | 600.00 | 10,800.00 | 600.00 | 10,800.00 | 200.00 | 3,600.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 14,425 | LNFT | 1.15 | 16,588.75 | 2.00 | 28,850.00 | 1.40 | 20,195.00 | 1.50 | 21,637.50 |
| 0012 | 204-07-00100 | Temporary Stone Construction Entrance | 2 | EACH | 3,500.00 | 7,000.00 | 3,500.00 | 7,000.00 | 1,000.00 | 2,000.00 | 25,000.00 | 50,000.00 |
| 0013 | 302-02-03000 | Class II Base Course (8" Thick) | 146,973.3 | SQYD | 9.00 | 1,322,759.70 | 7.50 | 1,102,299.75 | 7.50 | 1,102,299.75 | 9.00 | 1,322,759.70 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 956.62 | CUYD | 40.00 | 38,264.80 | 50.00 | 47,831.00 | 70.00 | 66,963.40 | 23.50 | 22,480.57 |
| 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 4,000 | CUYD | 20.00 | 80,000.00 | 60.00 | 240,000.00 | 50.00 | 200,000.00 | 51.25 | 205,000.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 37,631.2 | TON | 88.00 | 3,311,545.60 | 70.00 | 2,634,184.00 | 72.00 | 2,709,446.40 | 70.00 | 2,634,184.00 |
| 0017 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,531.26 | TON | 88.00 | 222,750.88 | 120.00 | 303,751.20 | 130.00 | 329,063.80 | 1.00 | 2,531.26 |
| 0018 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 91,451 | GAL | 3.10 | 283,498.10 | 3.60 | 329,223.60 | 3.00 | 274,353.00 | 3.50 | 320,078.50 |
| 0019 | 507-02-00200 | Aggregate (S2) | 133,487 | SQYD | 0.85 | 113,463.95 | 1.20 | 160,184.40 | 1.10 | 146,835.70 | 0.95 | 126,812.65 |
| 0020 | 507-02-00300 | Aggregate (S3) | 133,487 | SQYD | 0.65 | 86,766.55 | 1.00 | 133,487.00 | 0.90 | 120,138.30 | 0.75 | 100,115.25 |
| 0021 | 509-01-00100 | Cold Planing Asphaltic Pavement | 3,334 | SQYD | 4.00 | 13,336.00 | 3.00 | 10,002.00 | 3.00 | 10,002.00 | 11.40 | 38,007.60 |
| 0022 | 701-01-01020 | Cross Drain Pipe (30" RCP/PP) | 280 | LNFT | 84.00 | 23,520.00 | 90.00 | 25,200.00 | 100.00 | 28,000.00 | 88.25 | 24,710.00 |
| 0023 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 280 | LNFT | 100.00 | 28,000.00 | 105.00 | 29,400.00 | 130.00 | 36,400.00 | 105.00 | 29,400.00 |
| 0024 | 701-01-01140 | Cross Drain Pipe (72" RCP) | 384 | LNFT | 310.00 | 119,040.00 | 330.00 | 126,720.00 | 360.00 | 138,240.00 | 325.00 | 124,800.00 |
| 0025 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 296 | LNFT | 115.00 | 34,040.00 | 120.00 | 35,520.00 | 150.00 | 44,400.00 | 120.00 | 35,520.00 |
| 0026 | 701-02-02120 | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | 336 | LNFT | 130.00 | 43,680.00 | 140.00 | 47,040.00 | 170.00 | 57,120.00 | 140.00 | 47,040.00 |
| 0027 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 5,328 | LNFT | 55.00 | 293,040.00 | 55.00 | 293,040.00 | 42.00 | 223,776.00 | 55.00 | 293,040.00 |
| 0028 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 968 | LNFT | 60.00 | 58,080.00 | 65.00 | 62,920.00 | 50.00 | 48,400.00 | 60.00 | 58,080.00 |
| 0029 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 216 | LNFT | 62.00 | 13,392.00 | 70.00 | 15,120.00 | 62.00 | 13,392.00 | 65.00 | 14,040.00 |
| 0030 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 72 | LNFT | 66.00 | 4,752.00 | 75.00 | 5,400.00 | 74.00 | 5,328.00 | 68.75 | 4,950.00 |
| 0031 | 704-03-00100 | Blocked Out Guard Rail | 993.75 | LNFT | 17.50 | 17,390.63 | 20.00 | 19,875.00 | 17.00 | 16,893.75 | 20.00 | 19,875.00 |
| 0032 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 30.00 | 1,500.00 | 35.00 | 1,750.00 | 60.00 | 3,000.00 | 35.00 | 1,750.00 |
| 0033 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 55.00 | 11,000.00 | 65.00 | 13,000.00 | 40.00 | 8,000.00 | 61.75 | 12,350.00 |
| 0034 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,000.00 | 6,000.00 | 2,400.00 | 7,200.00 | 1,700.00 | 5,100.00 | 2,250.00 | 6,750.00 |
| 0035 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,150.00 | 8,600.00 | 2,500.00 | 10,000.00 | 1,700.00 | 6,800.00 | 2,500.00 | 10,000.00 |
| 0036 | 706-02-00200 | Concrete Drive (6" Thick) | 655.8 | SQYD | 65.00 | 42,627.00 | 65.00 | 42,627.00 | 55.00 | 36,069.00 | 50.50 | 33,117.90 |
| 0037 | 709-01-00100 | Steel Cattle Guard | 1 | EACH | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 10,000.00 | 10,000.00 | 18,500.00 | 18,500.00 |
| 0038 | 711-02-00400 | Riprap (55 lb) | 577 | CUYD | 70.00 | 40,390.00 | 75.00 | 43,275.00 | 85.00 | 49,045.00 | 74.50 | 42,986.50 |
| 0039 | 711-02-00500 | Riprap (130 lb) | 241 | CUYD | 83.00 | 20,003.00 | 85.00 | 20,485.00 | 85.00 | 20,485.00 | 90.00 | 21,690.00 |
| 0040 | 711-04-00100 | Geotextile Fabric | 1,517 | SQYD | 1.00 | 1,517.00 | 4.00 | 6,068.00 | 2.00 | 3,034.00 | 2.25 | 3,413.25 |
| 0041 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 1,035 | SQYD | 80.00 | 82,800.00 | 85.00 | 87,975.00 | 65.00 | 67,275.00 | 48.00 | 49,680.00 |
| 0042 | 712-03-00100 | Stone Revetment | 72 | SQYD | 80.00 | 5,760.00 | 100.00 | 7,200.00 | 80.00 | 5,760.00 | 55.25 | 3,978.00 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 220,000.00 | 220,000.00 | 175,000.00 | 175,000.00 | 180,000.00 | 180,000.00 | 315,000.00 | 315,000.00 |
| 0044 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 86,308 | LNFT | 0.25 | 21,577.00 | 0.15 | 12,946.20 | 0.20 | 17,261.60 | 0.15 | 12,946.20 |
| 0045 | 716-01-00100 | Mulch (Vegetative) | 3.4 | TON | 525.00 | 1,785.00 | 600.00 | 2,040.00 | 550.00 | 1,870.00 | 1,350.00 | 4,590.00 |
| 0046 | 717-01-00100 | Seeding | 3,200 | LB | 8.50 | 27,200.00 | 10.00 | 32,000.00 | 8.50 | 27,200.00 | 11.25 | 36,000.00 |
| 0047 | 718-01-00100 | Fertilizer | 80,000 | LB | 0.50 | 40,000.00 | 0.60 | 48,000.00 | 0.50 | 40,000.00 | 0.50 | 40,000.00 |
| 0048 | 718-02-00100 | Agricultural Lime | 160 | TON | 95.00 | 15,200.00 | 120.00 | 19,200.00 | 95.00 | 15,200.00 | 115.00 | 18,400.00 |
| 0049 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 35,998 | SQYD | 1.25 | 44,997.50 | 1.40 | 50,397.20 | 1.30 | 46,797.40 | 1.60 | 57,596.80 |
| 0050 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 3,318 | SQYD | 1.25 | 4,147.50 | 1.50 | 4,977.00 | 1.30 | 4,313.40 | 1.60 | 5,308.80 |
| 0051 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 287 | SQYD | 1.75 | 502.25 | 3.00 | 861.00 | 1.80 | 516.60 | 2.15 | 617.05 |
| 0052 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | 21 | SQYD | 3.75 | 78.75 | 5.00 | 105.00 | 3.80 | 79.80 | 4.00 | 84.00 |
| 0053 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 8,000.00 | 8,000.00 | 20,000.00 | 20,000.00 | 1.00 | 1.00 | 95,000.00 | 95,000.00 |
| 0054 | 725-01-00100 | Temporary Detour Roads | 3,000 | SQYD | 90.00 | 270,000.00 | 85.00 | 255,000.00 | 25.00 | 75,000.00 | 67.00 | 201,000.00 |
| 0055 | 725-02-00100 | Temporary Detour Bridging | 120 | LNFT | 300.00 | 36,000.00 | 350.00 | 42,000.00 | 400.00 | 48,000.00 | 3,050.00 | 366,000.00 |
| 0056 | 726-01-00100 | Bedding Material | 634.4 | CUYD | 10.00 | 6,344.00 | 60.00 | 38,064.00 | 60.00 | 38,064.00 | 15.00 | 9,516.00 |
| 0057 | 727-01-00100 | Mobilization | 1 | LUMP | 500,000.00 | 500,000.00 | 650,000.00 | 650,000.00 | 1,100,000.00 | 1,100,000.00 | 1,000,000.00 | 1,000,000.00 |
| 0058 | 729-16-00200 | Object Marker Assembly (Type 2) | 17 | EACH | 65.00 | 1,105.00 | 75.00 | 1,275.00 | 50.00 | 850.00 | 93.00 | 1,581.00 |
| 0059 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 85.00 | 680.00 | 70.00 | 560.00 | 85.00 | 680.00 |
| 0060 | 731-02-00100 | Reflectorized Raised Pavement Markers | 730 | EACH | 5.25 | 3,832.50 | 6.00 | 4,380.00 | 4.50 | 3,285.00 | 6.00 | 4,380.00 |
| 0061 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 11.192 | MILE | 1,500.00 | 16,788.00 | 1,800.00 | 20,145.60 | 1,400.00 | 15,668.80 | 1,700.00 | 19,026.40 |
| 0062 | 732-03-01000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 40 mil) | 5.404 | MILE | 700.00 | 3,782.80 | 800.00 | 4,323.20 | 550.00 | 2,972.20 | 730.00 | 3,944.92 |
| 0063 | 740-01-00100 | Construction Layout | 1 | LUMP | 200,000.00 | 200,000.00 | 150,000.00 | 150,000.00 | 170,000.00 | 170,000.00 | 315,000.00 | 315,000.00 |
| 0064 | 804-01-00600 | Precast Concrete Piles (24") | 2,160 | LNFT | 125.00 | 270,000.00 | 140.00 | 302,400.00 | 110.00 | 237,600.00 | 100.00 | 216,000.00 |
| 0065 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 100.00 | 100.00 | 100.00 | 100.00 | 1,075.00 | 1,075.00 |
| 0066 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 187.34 | CUYD | 1,130.00 | 211,694.20 | 1,000.00 | 187,340.00 | 900.00 | 168,606.00 | 960.00 | 179,846.40 |
| 0067 | 805-01-00700 | Class A Concrete (Bents) | 121.44 | CUYD | 1,100.00 | 133,584.00 | 1,100.00 | 133,584.00 | 900.00 | 109,296.00 | 1,250.00 | 151,800.00 |
| 0068 | 805-03-00100 | Class AA Concrete | 314.96 | CUYD | 650.00 | 204,724.00 | 700.00 | 220,472.00 | 500.00 | 157,480.00 | 750.00 | 236,220.00 |
| 0069 | 805-12-02000 | Reinforced Concrete Box Culverts (5' x 5') | 196 | LNFT | 400.00 | 78,400.00 | 420.00 | 82,320.00 | 300.00 | 58,800.00 | 425.00 | 83,300.00 |
| 0070 | 805-12-03000 | Reinforced Concrete Box Culverts (6' x 6') | 278 | LNFT | 425.00 | 118,150.00 | 450.00 | 125,100.00 | 200.00 | 55,600.00 | 450.00 | 125,100.00 |
| 0071 | 805-12-04040 | Reinforced Concrete Box Culverts (9' x 7') | 300 | LNFT | 775.00 | 232,500.00 | 480.00 | 144,000.00 | 600.00 | 180,000.00 | 480.00 | 144,000.00 |
| 0072 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 384 | LNFT | 875.00 | 336,000.00 | 550.00 | 211,200.00 | 540.00 | 207,360.00 | 550.00 | 211,200.00 |
| 0073 | 805-12-07000 | Reinforced Concrete Box Culverts (10' x 10') | 54 | LNFT | 1,325.00 | 71,550.00 | 800.00 | 43,200.00 | 800.00 | 43,200.00 | 790.00 | 42,660.00 |
| 0074 | 805-12-20000 | Reinforced Concrete Box Culverts (4' x 4') (Precast) | 190 | LNFT | 400.00 | 76,000.00 | 400.00 | 76,000.00 | 250.00 | 47,500.00 | 400.00 | 76,000.00 |
| 0075 | 806-01-00100 | Deformed Reinforcing Steel | 101,260 | LB | 1.10 | 111,386.00 | 1.15 | 116,449.00 | 0.90 | 91,134.00 | 1.00 | 101,260.00 |
| 0076 | 810-01-00100 | Concrete Railing (Standard Barrier) | 60 | LNFT | 90.00 | 5,400.00 | 90.00 | 5,400.00 | 75.00 | 4,500.00 | 70.00 | 4,200.00 |
| 0077 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 260 | LNFT | 90.00 | 23,400.00 | 90.00 | 23,400.00 | 75.00 | 19,500.00 | 70.00 | 18,200.00 |
| 0078 | 813-01-00100 | Concrete Approach Slabs | 400 | SQYD | 250.00 | 100,000.00 | 260.00 | 104,000.00 | 210.00 | 84,000.00 | 225.00 | 90,000.00 |
| 0079 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 950.00 | 950.00 | 6,000.00 | 6,000.00 | 1,200.00 | 1,200.00 | 1,100.00 | 1,100.00 |
| 0080 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 9.6 | MILE | 550.00 | 5,280.00 | 1,200.00 | 11,520.00 | 700.00 | 6,720.00 | 2,900.00 | 27,840.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 10,917,282.96 | 11,046,314.35 | 11,287,807.10 | 11,786,023.82 | ||||||||
| NUMBER OF DAYS BID AT $1000 PER DAY. | 500,000.00 | 500,000.00 | 450,000.00 | 475,000.00 | ||||||||
| TOTAL BID | 11,417,282.96 | 11,546,314.35 | 11,737,807.10 | 12,261,023.82 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Barriere Construction Co., LLC |
- 6 - Gilchrist Construction Co. LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 150,000.00 | 150,000.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100,000.00 | 100,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (Sta. 291+36.36; 146' x 24' Conc. Deck Girder Bridge) | 1 | EACH | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 |
| 0004 | 202-02-06100 | Removal of Concrete Walks and Drives | 851 | SQYD | 10.00 | 8,510.00 | 5.00 | 4,255.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 77,637.1 | SQYD | 5.00 | 388,185.50 | 4.50 | 349,366.95 |
| 0006 | 203-01-00100 | General Excavation | 85,332 | CUYD | 7.00 | 597,324.00 | 4.50 | 383,994.00 |
| 0007 | 203-02-00100 | Drainage Excavation | 1,856 | CUYD | 15.00 | 27,840.00 | 13.00 | 24,128.00 |
| 0008 | 203-03-00100 | Embankment | 89,872 | CUYD | 7.00 | 629,104.00 | 11.50 | 1,033,528.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 576 | EACH | 100.00 | 57,600.00 | 135.00 | 77,760.00 |
| 0010 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 18 | EACH | 900.00 | 16,200.00 | 525.00 | 9,450.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 14,425 | LNFT | 1.50 | 21,637.50 | 2.20 | 31,735.00 |
| 0012 | 204-07-00100 | Temporary Stone Construction Entrance | 2 | EACH | 4,000.00 | 8,000.00 | 2,400.00 | 4,800.00 |
| 0013 | 302-02-03000 | Class II Base Course (8" Thick) | 146,973.3 | SQYD | 11.00 | 1,616,706.30 | 11.00 | 1,616,706.30 |
| 0014 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 956.62 | CUYD | 80.00 | 76,529.60 | 90.00 | 86,095.80 |
| 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 4,000 | CUYD | 60.00 | 240,000.00 | 40.00 | 160,000.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 37,631.2 | TON | 68.00 | 2,558,921.60 | 85.00 | 3,198,652.00 |
| 0017 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 2,531.26 | TON | 125.00 | 316,407.50 | 140.00 | 354,376.40 |
| 0018 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 91,451 | GAL | 3.50 | 320,078.50 | 3.40 | 310,933.40 |
| 0019 | 507-02-00200 | Aggregate (S2) | 133,487 | SQYD | 1.00 | 133,487.00 | 1.20 | 160,184.40 |
| 0020 | 507-02-00300 | Aggregate (S3) | 133,487 | SQYD | 0.80 | 106,789.60 | 1.03 | 137,491.61 |
| 0021 | 509-01-00100 | Cold Planing Asphaltic Pavement | 3,334 | SQYD | 4.00 | 13,336.00 | 3.00 | 10,002.00 |
| 0022 | 701-01-01020 | Cross Drain Pipe (30" RCP/PP) | 280 | LNFT | 200.00 | 56,000.00 | 155.00 | 43,400.00 |
| 0023 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 280 | LNFT | 280.00 | 78,400.00 | 185.00 | 51,800.00 |
| 0024 | 701-01-01140 | Cross Drain Pipe (72" RCP) | 384 | LNFT | 600.00 | 230,400.00 | 475.00 | 182,400.00 |
| 0025 | 701-02-02080 | Cross Drain Pipe Arch (36" Equiv. RCPA or 42" Equiv. CMPA) | 296 | LNFT | 250.00 | 74,000.00 | 200.00 | 59,200.00 |
| 0026 | 701-02-02120 | Cross Drain Pipe Arch (42" Equiv. RCPA or 48" Equiv. CMPA) | 336 | LNFT | 280.00 | 94,080.00 | 260.00 | 87,360.00 |
| 0027 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 5,328 | LNFT | 42.00 | 223,776.00 | 50.00 | 266,400.00 |
| 0028 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 968 | LNFT | 50.00 | 48,400.00 | 65.00 | 62,920.00 |
| 0029 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 216 | LNFT | 60.00 | 12,960.00 | 95.00 | 20,520.00 |
| 0030 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 72 | LNFT | 80.00 | 5,760.00 | 80.00 | 5,760.00 |
| 0031 | 704-03-00100 | Blocked Out Guard Rail | 993.75 | LNFT | 20.00 | 19,875.00 | 20.00 | 19,875.00 |
| 0032 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 50 | LNFT | 33.00 | 1,650.00 | 40.00 | 2,000.00 |
| 0033 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 60.00 | 12,000.00 | 70.00 | 14,000.00 |
| 0034 | 704-11-00100 | Guard Rail End Treatment (Flared) | 3 | EACH | 2,200.00 | 6,600.00 | 2,000.00 | 6,000.00 |
| 0035 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,400.00 | 9,600.00 | 2,100.00 | 8,400.00 |
| 0036 | 706-02-00200 | Concrete Drive (6" Thick) | 655.8 | SQYD | 50.00 | 32,790.00 | 65.00 | 42,627.00 |
| 0037 | 709-01-00100 | Steel Cattle Guard | 1 | EACH | 60,000.00 | 60,000.00 | 70,000.00 | 70,000.00 |
| 0038 | 711-02-00400 | Riprap (55 lb) | 577 | CUYD | 100.00 | 57,700.00 | 95.00 | 54,815.00 |
| 0039 | 711-02-00500 | Riprap (130 lb) | 241 | CUYD | 100.00 | 24,100.00 | 175.00 | 42,175.00 |
| 0040 | 711-04-00100 | Geotextile Fabric | 1,517 | SQYD | 2.00 | 3,034.00 | 6.00 | 9,102.00 |
| 0041 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 1,035 | SQYD | 80.00 | 82,800.00 | 72.00 | 74,520.00 |
| 0042 | 712-03-00100 | Stone Revetment | 72 | SQYD | 80.00 | 5,760.00 | 100.00 | 7,200.00 |
| 0043 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 250,000.00 | 250,000.00 | 100,000.00 | 100,000.00 |
| 0044 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 86,308 | LNFT | 0.15 | 12,946.20 | 0.15 | 12,946.20 |
| 0045 | 716-01-00100 | Mulch (Vegetative) | 3.4 | TON | 550.00 | 1,870.00 | 580.00 | 1,972.00 |
| 0046 | 717-01-00100 | Seeding | 3,200 | LB | 8.50 | 27,200.00 | 8.00 | 25,600.00 |
| 0047 | 718-01-00100 | Fertilizer | 80,000 | LB | 0.55 | 44,000.00 | 0.40 | 32,000.00 |
| 0048 | 718-02-00100 | Agricultural Lime | 160 | TON | 100.00 | 16,000.00 | 155.00 | 24,800.00 |
| 0049 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 35,998 | SQYD | 1.35 | 48,597.30 | 1.05 | 37,797.90 |
| 0050 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 3,318 | SQYD | 1.35 | 4,479.30 | 1.75 | 5,806.50 |
| 0051 | 720-01-02040 | Erosion Control System, Flexible (Channel Liner) (Type E) | 287 | SQYD | 1.90 | 545.30 | 2.00 | 574.00 |
| 0052 | 720-01-02060 | Erosion Control System, Flexible (Channel Liner) (Type F) | 21 | SQYD | 4.00 | 84.00 | 5.90 | 123.90 |
| 0053 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 9,000.00 | 9,000.00 | 30,000.00 | 30,000.00 |
| 0054 | 725-01-00100 | Temporary Detour Roads | 3,000 | SQYD | 80.00 | 240,000.00 | 82.00 | 246,000.00 |
| 0055 | 725-02-00100 | Temporary Detour Bridging | 120 | LNFT | 330.00 | 39,600.00 | 1,200.00 | 144,000.00 |
| 0056 | 726-01-00100 | Bedding Material | 634.4 | CUYD | 65.00 | 41,236.00 | 100.00 | 63,440.00 |
| 0057 | 727-01-00100 | Mobilization | 1 | LUMP | 800,000.00 | 800,000.00 | 1,200,000.00 | 1,200,000.00 |
| 0058 | 729-16-00200 | Object Marker Assembly (Type 2) | 17 | EACH | 75.00 | 1,275.00 | 85.00 | 1,445.00 |
| 0059 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 85.00 | 680.00 | 85.00 | 680.00 |
| 0060 | 731-02-00100 | Reflectorized Raised Pavement Markers | 730 | EACH | 6.00 | 4,380.00 | 6.20 | 4,526.00 |
| 0061 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 11.192 | MILE | 1,600.00 | 17,907.20 | 1,700.00 | 19,026.40 |
| 0062 | 732-03-01000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 40 mil) | 5.404 | MILE | 700.00 | 3,782.80 | 750.00 | 4,053.00 |
| 0063 | 740-01-00100 | Construction Layout | 1 | LUMP | 150,000.00 | 150,000.00 | 65,000.00 | 65,000.00 |
| 0064 | 804-01-00600 | Precast Concrete Piles (24") | 2,160 | LNFT | 140.00 | 302,400.00 | 115.00 | 248,400.00 |
| 0065 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 110.00 | 110.00 | 100.00 | 100.00 |
| 0066 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 187.34 | CUYD | 900.00 | 168,606.00 | 1,000.00 | 187,340.00 |
| 0067 | 805-01-00700 | Class A Concrete (Bents) | 121.44 | CUYD | 1,100.00 | 133,584.00 | 875.00 | 106,260.00 |
| 0068 | 805-03-00100 | Class AA Concrete | 314.96 | CUYD | 680.00 | 214,172.80 | 545.00 | 171,653.20 |
| 0069 | 805-12-02000 | Reinforced Concrete Box Culverts (5' x 5') | 196 | LNFT | 330.00 | 64,680.00 | 340.00 | 66,640.00 |
| 0070 | 805-12-03000 | Reinforced Concrete Box Culverts (6' x 6') | 278 | LNFT | 400.00 | 111,200.00 | 430.00 | 119,540.00 |
| 0071 | 805-12-04040 | Reinforced Concrete Box Culverts (9' x 7') | 300 | LNFT | 600.00 | 180,000.00 | 650.00 | 195,000.00 |
| 0072 | 805-12-05000 | Reinforced Concrete Box Culverts (8' x 8') | 384 | LNFT | 550.00 | 211,200.00 | 575.00 | 220,800.00 |
| 0073 | 805-12-07000 | Reinforced Concrete Box Culverts (10' x 10') | 54 | LNFT | 800.00 | 43,200.00 | 830.00 | 44,820.00 |
| 0074 | 805-12-20000 | Reinforced Concrete Box Culverts (4' x 4') (Precast) | 190 | LNFT | 270.00 | 51,300.00 | 270.00 | 51,300.00 |
| 0075 | 806-01-00100 | Deformed Reinforcing Steel | 101,260 | LB | 1.10 | 111,386.00 | 1.50 | 151,890.00 |
| 0076 | 810-01-00100 | Concrete Railing (Standard Barrier) | 60 | LNFT | 90.00 | 5,400.00 | 95.00 | 5,700.00 |
| 0077 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 260 | LNFT | 90.00 | 23,400.00 | 95.00 | 24,700.00 |
| 0078 | 813-01-00100 | Concrete Approach Slabs | 400 | SQYD | 260.00 | 104,000.00 | 200.00 | 80,000.00 |
| 0079 | NS-700-00240 | Special Guard Rail Anchor Section | 1 | EACH | 1,100.00 | 1,100.00 | 2,500.00 | 2,500.00 |
| 0080 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 9.6 | MILE | 1,200.00 | 11,520.00 | 450.00 | 4,320.00 |
| ITEM TOTAL (CONSTRUCTION BID) | 12,037,184.00 | 12,929,686.96 | ||||||
| NUMBER OF DAYS BID AT $1000 PER DAY. | 535,000.00 | 500,000.00 | ||||||
| TOTAL BID | 12,572,184.00 | 13,429,686.96 | ||||||