Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - Diamond B Construction Co., L.L.C. | - 2 - Prairie Contractors LLC | - 3 - GILCHRIST CONSTRUCTION COMPANY, LLC |
Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount |
0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 7,500.00 | 7,500.00 | 8,000.00 | 8,000.00 | 3,000.00 | 3,000.00 |
0002 | 202-02-00010 | Removal of (Reinforced Concrete Cattle Gap Frame) | 1 | EACH | 7,500.00 | 7,500.00 | 3,000.00 | 3,000.00 | 10,000.00 | 10,000.00 |
0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 24 | SQYD | 190.00 | 4,560.00 | 60.00 | 1,440.00 | 50.00 | 1,200.00 |
0004 | 202-02-14500 | Removal of Guard Rail | 1,685 | LNFT | 14.00 | 23,590.00 | 13.50 | 22,747.50 | 8.00 | 13,480.00 |
0005 | 202-02-32100 | Removal of Pipe (Cross Drain) (18" RCP) | 185 | LNFT | 7.00 | 1,295.00 | 12.00 | 2,220.00 | 20.00 | 3,700.00 |
0006 | 202-02-32100 | Removal of Pipe (Cross Drain) (24" RCP) | 166 | LNFT | 7.00 | 1,162.00 | 12.00 | 1,992.00 | 20.00 | 3,320.00 |
0007 | 202-02-32100 | Removal of Pipe (Cross Drain) (30" RCP) | 50 | LNFT | 23.00 | 1,150.00 | 12.00 | 600.00 | 20.00 | 1,000.00 |
0008 | 202-02-32100 | Removal of Pipe (Cross Drain) (48" Equiv. CMPA) | 49 | LNFT | 23.00 | 1,127.00 | 12.00 | 588.00 | 20.00 | 980.00 |
0009 | 202-02-32100 | Removal of Pipe (Cross Drain) (54" Equiv. CMPA) | 50 | LNFT | 23.00 | 1,150.00 | 12.00 | 600.00 | 20.00 | 1,000.00 |
0010 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,560 | CUYD | 18.00 | 46,080.00 | 21.00 | 53,760.00 | 26.00 | 66,560.00 |
0011 | 204-02-00100 | Temporary Hay Bales | 56 | EACH | 56.00 | 3,136.00 | 50.00 | 2,800.00 | 25.00 | 1,400.00 |
0012 | 303-02-00100 | Removal of Existing Patches | 300 | SQYD | 1.00 | 300.00 | 1.00 | 300.00 | 1.00 | 300.00 |
0013 | 303-03-00400 | In-Place Cement Treated Base Course (12" Thick) | 100,734 | SQYD | 7.25 | 730,321.50 | 8.00 | 805,872.00 | 7.00 | 705,138.00 |
0014 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | 100,734 | SQYD | 8.00 | 805,872.00 | 7.00 | 705,138.00 | 7.85 | 790,761.90 |
0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,768 | CUYD | 85.00 | 150,280.00 | 33.00 | 58,344.00 | 70.00 | 123,760.00 |
0016 | 502-01-00100 | Asphalt Concrete | 19,032.5 | TON | 77.00 | 1,465,502.50 | 87.00 | 1,655,827.50 | 88.00 | 1,674,860.00 |
0017 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1,820.8 | TON | 135.00 | 245,808.00 | 65.00 | 118,352.00 | 88.00 | 160,230.40 |
0018 | 509-01-00100 | Milling Asphalt Pavement | 89,246 | SQYD | 1.65 | 147,255.90 | 1.95 | 174,029.70 | 1.80 | 160,642.80 |
0019 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -2,795 | CUYD | 1.00 | -2,795.00 | 25.00 | -69,875.00 | 1.00 | -2,795.00 |
0020 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 1,510 | LNFT | 3.15 | 4,756.50 | 3.25 | 4,907.50 | 7.50 | 11,325.00 |
0021 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 775 | LNFT | 3.15 | 2,441.25 | 3.75 | 2,906.25 | 12.00 | 9,300.00 |
0022 | 701-01-01062 | Cross Drain Pipe (42" RCP/RPVCP/CPEPDW) | 56 | LNFT | 245.00 | 13,720.00 | 285.00 | 15,960.00 | 220.00 | 12,320.00 |
0023 | 701-01-02002 | Cross Drain Pipe (24" RCP/RPVCP/CPEPDW or 30" CMP) | 96 | LNFT | 215.00 | 20,640.00 | 160.00 | 15,360.00 | 200.00 | 19,200.00 |
0024 | 701-01-02041 | Cross Drain Pipe (30" RCP/RPVCP/CPEPDW or 36" CMP) | 56 | LNFT | 225.00 | 12,600.00 | 175.00 | 9,800.00 | 220.00 | 12,320.00 |
0025 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 40 | LNFT | 280.00 | 11,200.00 | 160.00 | 6,400.00 | 240.00 | 9,600.00 |
0026 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 112 | LNFT | 305.00 | 34,160.00 | 345.00 | 38,640.00 | 325.00 | 36,400.00 |
0027 | 701-02-02000 | Cross Drain Pipe Arch (24" Equiv. RCPA or 30" Equiv. CMPA) | 224 | LNFT | 255.00 | 57,120.00 | 165.00 | 36,960.00 | 220.00 | 49,280.00 |
0028 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 500 | LNFT | 4.00 | 2,000.00 | 2.50 | 1,250.00 | 12.00 | 6,000.00 |
0029 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 500 | LNFT | 56.00 | 28,000.00 | 58.00 | 29,000.00 | 70.00 | 35,000.00 |
0030 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 604 | LNFT | 132.00 | 79,728.00 | 135.00 | 81,540.00 | 165.00 | 99,660.00 |
0031 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 756.3 | LNFT | 26.00 | 19,663.80 | 27.00 | 20,420.10 | 32.00 | 24,201.60 |
0032 | 704-10-00105 | Guard Rail End Treatment (Flared, 12' - 6" Length) | 1 | EACH | 3,650.00 | 3,650.00 | 4,000.00 | 4,000.00 | 3,100.00 | 3,100.00 |
0033 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 19 | EACH | 3,200.00 | 60,800.00 | 3,250.00 | 61,750.00 | 3,000.00 | 57,000.00 |
0034 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 80 | SQYD | 120.00 | 9,600.00 | 88.00 | 7,040.00 | 115.00 | 9,200.00 |
0035 | 711-04-00100 | Geotextile Fabric | 80 | SQYD | 1.00 | 80.00 | 4.00 | 320.00 | 7.00 | 560.00 |
0036 | 712-02-00100 | Sacked Concrete Revetment | 22 | SQYD | 425.00 | 9,350.00 | 450.00 | 9,900.00 | 550.00 | 12,100.00 |
0037 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 31,000.00 | 31,000.00 | 37,500.00 | 37,500.00 | 32,000.00 | 32,000.00 |
0038 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 22.085 | MILE | 154.00 | 3,401.09 | 550.00 | 12,146.75 | 210.00 | 4,637.85 |
0039 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 11.724 | MILE | 700.00 | 8,206.80 | 1.00 | 11.72 | 10.50 | 123.10 |
0040 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 72.956 | MILE | 1,100.00 | 80,251.60 | 1.00 | 72.96 | 10.50 | 766.04 |
0041 | 716-01-00100 | Mulch (Vegetative) | 10.8 | TON | 555.00 | 5,994.00 | 600.00 | 6,480.00 | 600.00 | 6,480.00 |
0042 | 717-01-00100 | Seeding | 324 | LB | 12.00 | 3,888.00 | 12.00 | 3,888.00 | 12.00 | 3,888.00 |
0043 | 718-01-00100 | Fertilizer | 5,400 | LB | 0.55 | 2,970.00 | 0.60 | 3,240.00 | 0.55 | 2,970.00 |
0044 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 3,500.00 | 3,500.00 | 4,500.00 | 4,500.00 | 3,200.00 | 3,200.00 |
0045 | 726-01-00100 | Bedding Material | 68.3 | CUYD | 100.00 | 6,830.00 | 105.00 | 7,171.50 | 150.00 | 10,245.00 |
0046 | 727-01-00100 | Mobilization | 1 | LUMP | 95,000.00 | 95,000.00 | 365,000.00 | 365,000.00 | 400,000.00 | 400,000.00 |
0047 | 729-16-00200 | Object Marker Assembly (Type 2) | 22 | EACH | 165.00 | 3,630.00 | 75.00 | 1,650.00 | 72.00 | 1,584.00 |
0048 | 729-16-00300 | Object Marker Assembly (Type 3) | 20 | EACH | 105.00 | 2,100.00 | 110.00 | 2,200.00 | 85.00 | 1,700.00 |
0049 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,427 | EACH | 7.00 | 9,989.00 | 6.25 | 8,918.75 | 6.00 | 8,562.00 |
0050 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 42 | LNFT | 14.00 | 588.00 | 15.00 | 630.00 | 13.00 | 546.00 |
0051 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 24.319 | MILE | 3,800.00 | 92,412.20 | 3,900.00 | 94,844.10 | 3,800.00 | 92,412.20 |
0052 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.908 | MILE | 1,750.00 | 6,839.00 | 1,800.00 | 7,034.40 | 1,700.00 | 6,643.60 |
0053 | 735-01-00100 | Mailboxes | 21 | EACH | 5.00 | 105.00 | 10.00 | 210.00 | 6.00 | 126.00 |
0054 | 735-02-00100 | Mailbox Supports (Single) | 21 | EACH | 180.00 | 3,780.00 | 190.00 | 3,990.00 | 180.00 | 3,780.00 |
0055 | 740-01-00100 | Construction Layout | 1 | LUMP | 12,000.00 | 12,000.00 | 35,000.00 | 35,000.00 | 15,000.00 | 15,000.00 |
0056 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphalt Concrete Overlay | 1,510 | LNFT | 1.55 | 2,340.50 | 2.75 | 4,152.50 | 7.00 | 10,570.00 |
0057 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 570 | LNFT | 1.55 | 883.50 | 3.00 | 1,710.00 | 6.00 | 3,420.00 |
0058 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 4,160 | LNFT | 1.25 | 5,200.00 | 1.15 | 4,784.00 | 2.00 | 8,320.00 |
0059 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 870 | INLF | 2.75 | 2,392.50 | 2.00 | 1,740.00 | 2.00 | 1,740.00 |
| | | | | | | | | | |
| | CONTRACTOR TOTAL | | | | 4,393,605.64 | | 4,498,764.23 | | 4,743,818.49 |