Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - Madden Contracting Co., LLC | - 2 - Barber Bros. Contracting Co., L.L.C | - 3 - R.J. Daigle & Sons Contractors, Inc | - 4 - Barriere Construction Co., LLC |
Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount |
0001 | 202-02-06020 | Removal of Concrete Box Culverts 4'x3' RCB X 48' | 1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 8,777.27 | 8,777.27 | 1,500.00 | 1,500.00 |
0002 | 202-02-06040 | Removal of Concrete Box Headwall 4'X3' RCB | 2 | EACH | 1,500.00 | 3,000.00 | 5,000.00 | 10,000.00 | 3,004.13 | 6,008.26 | 695.00 | 1,390.00 |
0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 487 | SQYD | 13.00 | 6,331.00 | 18.00 | 8,766.00 | 7.36 | 3,584.32 | 25.00 | 12,175.00 |
0004 | 202-02-32100 | Removal of Pipe (Cross Drain) 18" RCP | 50 | LNFT | 11.00 | 550.00 | 30.00 | 1,500.00 | 16.82 | 841.00 | 13.00 | 650.00 |
0005 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" RCP | 464 | LNFT | 11.00 | 5,104.00 | 30.00 | 13,920.00 | 17.81 | 8,263.84 | 20.00 | 9,280.00 |
0006 | 202-02-32120 | Removal of Pipe (Side Drain) 12" RCP | 125 | LNFT | 11.00 | 1,375.00 | 25.00 | 3,125.00 | 8.77 | 1,096.25 | 13.00 | 1,625.00 |
0007 | 202-02-32120 | Removal of Pipe (Side Drain) 18" CMP | 2,649 | LNFT | 11.00 | 29,139.00 | 25.00 | 66,225.00 | 9.20 | 24,370.80 | 11.00 | 29,139.00 |
0008 | 202-02-32120 | Removal of Pipe (Side Drain) 18" PP | 60 | LNFT | 11.00 | 660.00 | 25.00 | 1,500.00 | 9.20 | 552.00 | 11.00 | 660.00 |
0009 | 202-02-32120 | Removal of Pipe (Side Drain) 18" RCP | 36 | LNFT | 11.00 | 396.00 | 30.00 | 1,080.00 | 9.35 | 336.60 | 11.00 | 396.00 |
0010 | 202-02-32120 | Removal of Pipe (Side Drain) 24" CMP | 54 | LNFT | 11.00 | 594.00 | 30.00 | 1,620.00 | 9.43 | 509.22 | 11.00 | 594.00 |
0011 | 203-07-00100 | Borrow (Vehicular Measurement) | 647 | CUYD | 30.00 | 19,410.00 | 50.00 | 32,350.00 | 60.69 | 39,266.43 | 110.00 | 71,170.00 |
0012 | 203-10-00100 | Cleaning Existing Ditches | 3,900 | LNFT | 7.50 | 29,250.00 | 10.00 | 39,000.00 | 6.59 | 25,701.00 | 10.00 | 39,000.00 |
0013 | 204-02-00100 | Temporary Hay Bales | 100 | EACH | 19.50 | 1,950.00 | 40.00 | 4,000.00 | 22.00 | 2,200.00 | 25.00 | 2,500.00 |
0014 | 204-06-00100 | Temporary Silt Fencing | 6,500 | LNFT | 1.43 | 9,295.00 | 1.50 | 9,750.00 | 2.04 | 13,260.00 | 2.50 | 16,250.00 |
0015 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 72,464 | SQYD | 15.50 | 1,123,192.00 | 10.00 | 724,640.00 | 11.33 | 821,017.12 | 16.85 | 1,221,018.40 |
0016 | 303-02-00100 | Removal of Existing Patches | 20 | SQYD | 1.00 | 20.00 | 22.00 | 440.00 | 16.88 | 337.60 | 35.00 | 700.00 |
0017 | 304-01-00100 | Lime | 1,540.77 | TON | 295.00 | 454,527.15 | 225.00 | 346,673.25 | 220.40 | 339,585.71 | 270.00 | 416,007.90 |
0018 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 108,696 | SQYD | 5.00 | 543,480.00 | 2.50 | 271,740.00 | 3.20 | 347,827.20 | 10.00 | 1,086,960.00 |
0019 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | 72,464 | SQYD | 10.00 | 724,640.00 | 12.00 | 869,568.00 | 8.40 | 608,697.60 | 14.50 | 1,050,728.00 |
0020 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,612 | CUYD | 97.48 | 157,137.76 | 35.00 | 56,420.00 | 62.15 | 100,185.80 | 71.00 | 114,452.00 |
0021 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 100 | CUYD | 76.00 | 7,600.00 | 90.00 | 9,000.00 | 152.50 | 15,250.00 | 77.00 | 7,700.00 |
0022 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 300 | CUYD | 76.00 | 22,800.00 | 50.00 | 15,000.00 | 131.77 | 39,531.00 | 115.00 | 34,500.00 |
0023 | 502-01-00100 | Asphalt Concrete | 19,605.1 | TON | 88.15 | 1,728,189.57 | 79.00 | 1,548,802.90 | 98.00 | 1,921,299.80 | 105.00 | 2,058,535.50 |
0024 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 731.5 | TON | 266.08 | 194,637.52 | 150.00 | 109,725.00 | 145.00 | 106,067.50 | 235.00 | 171,902.50 |
0025 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 47,305 | GAL | 2.90 | 137,184.50 | 2.85 | 134,819.25 | 3.00 | 141,915.00 | 3.50 | 165,567.50 |
0026 | 507-02-00200 | Aggregate (S2) | 69,565 | SQYD | 1.65 | 114,782.25 | 1.80 | 125,217.00 | 1.85 | 128,695.25 | 2.15 | 149,564.75 |
0027 | 507-02-00300 | Aggregate (S3) | 69,565 | SQYD | 1.30 | 90,434.50 | 1.50 | 104,347.50 | 1.55 | 107,825.75 | 1.80 | 125,217.00 |
0028 | 509-01-00100 | Milling Asphalt Pavement | 57,971 | SQYD | 4.62 | 267,826.02 | 5.00 | 289,855.00 | 5.60 | 324,637.60 | 6.15 | 356,521.65 |
0029 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -4,831 | CUYD | 0.01 | -48.31 | 10.00 | -48,310.00 | 0.01 | -48.31 | 9.50 | -45,894.50 |
0030 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 504 | LNFT | 152.00 | 76,608.00 | 140.00 | 70,560.00 | 232.67 | 117,265.68 | 250.00 | 126,000.00 |
0031 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 56 | LNFT | 175.00 | 9,800.00 | 175.00 | 9,800.00 | 251.16 | 14,064.96 | 290.00 | 16,240.00 |
0032 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 56 | LNFT | 310.00 | 17,360.00 | 300.00 | 16,800.00 | 336.22 | 18,828.32 | 455.00 | 25,480.00 |
0033 | 701-06-00020 | Side Drain Pipe Arch (18" Equiv. RCPA) | 3,132 | LNFT | 69.00 | 216,108.00 | 125.00 | 391,500.00 | 113.01 | 353,947.32 | 113.00 | 353,916.00 |
0034 | 701-14-00100 | Cleaning Existing Pipes | 70 | LNFT | 31.00 | 2,170.00 | 35.00 | 2,450.00 | 19.03 | 1,332.10 | 50.00 | 3,500.00 |
0035 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 616 | LNFT | 2.00 | 1,232.00 | 5.00 | 3,080.00 | 15.00 | 9,240.00 | 10.00 | 6,160.00 |
0036 | 702-03-00100 | Catch Basins (CB-01) Cast in place only | 2 | EACH | 3,300.00 | 6,600.00 | 6,000.00 | 12,000.00 | 4,500.00 | 9,000.00 | 9,700.00 | 19,400.00 |
0037 | 706-02-00200 | Concrete Drive (6" Thick) | 215 | SQYD | 81.00 | 17,415.00 | 100.00 | 21,500.00 | 102.07 | 21,945.05 | 195.00 | 41,925.00 |
0038 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 660 | SQYD | 77.00 | 50,820.00 | 100.00 | 66,000.00 | 164.03 | 108,259.80 | 130.00 | 85,800.00 |
0039 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 300,000.00 | 300,000.00 | 600,000.00 | 600,000.00 | 580,000.00 | 580,000.00 |
0040 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 24.59 | MILE | 33.00 | 811.47 | 300.00 | 7,377.00 | 110.00 | 2,704.90 | 315.00 | 7,745.85 |
0041 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 20.99 | MILE | 500.00 | 10,495.00 | 300.00 | 6,297.00 | 550.00 | 11,544.50 | 630.00 | 13,223.70 |
0042 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 64.11 | MILE | 900.00 | 57,699.00 | 300.00 | 19,233.00 | 990.00 | 63,468.90 | 1,200.00 | 76,932.00 |
0043 | 713-05-00400 | Temporary Pavement Legends & Symbols (RR Crossing) | 6 | EACH | 50.00 | 300.00 | 50.00 | 300.00 | 55.00 | 330.00 | 63.00 | 378.00 |
0044 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 745 | EACH | 2.50 | 1,862.50 | 3.00 | 2,235.00 | 7.25 | 5,401.25 | 3.00 | 2,235.00 |
0045 | 714-01-00100 | Slab Sodding (Bermuda Grass) | 739 | SQYD | 10.99 | 8,121.61 | 11.00 | 8,129.00 | 9.90 | 7,316.10 | 11.00 | 8,129.00 |
0046 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 2,000 | SQYD | 1.84 | 3,680.00 | 2.00 | 4,000.00 | 1.94 | 3,880.00 | 2.50 | 5,000.00 |
0047 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 5,000.00 | 5,000.00 | 7,500.00 | 7,500.00 | 6,250.00 | 6,250.00 | 40,000.00 | 40,000.00 |
0048 | 726-01-00100 | Bedding Material | 1,682.9 | CUYD | 75.00 | 126,217.50 | 70.00 | 117,803.00 | 45.10 | 75,898.79 | 115.00 | 193,533.50 |
0049 | 727-01-00100 | Mobilization | 1 | LUMP | 379,913.00 | 379,913.00 | 1,050,000.00 | 1,050,000.00 | 1,000,000.00 | 1,000,000.00 | 580,000.00 | 580,000.00 |
0050 | 729-16-00200 | Object Marker Assembly (Type 2) | 50 | EACH | 75.00 | 3,750.00 | 78.00 | 3,900.00 | 82.50 | 4,125.00 | 95.00 | 4,750.00 |
0051 | 731-02-00100 | Reflectorized Raised Pavement Markers | 745 | EACH | 6.50 | 4,842.50 | 6.80 | 5,066.00 | 7.15 | 5,326.75 | 8.00 | 5,960.00 |
0052 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 80 | LNFT | 15.00 | 1,200.00 | 15.75 | 1,260.00 | 16.50 | 1,320.00 | 18.50 | 1,480.00 |
0053 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.822 | MILE | 3,800.00 | 48,723.60 | 4,000.00 | 51,288.00 | 4,179.35 | 53,587.63 | 4,750.00 | 60,904.50 |
0054 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.198 | MILE | 950.00 | 3,988.10 | 1,000.00 | 4,198.00 | 1,045.50 | 4,389.01 | 1,200.00 | 5,037.60 |
0055 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 2 | EACH | 850.00 | 1,700.00 | 900.00 | 1,800.00 | 935.00 | 1,870.00 | 1,100.00 | 2,200.00 |
0056 | 735-01-00100 | Mailboxes | 143 | EACH | 1.00 | 143.00 | 1.00 | 143.00 | 27.50 | 3,932.50 | 1.00 | 143.00 |
0057 | 735-02-00100 | Mailbox Supports (Single) | 143 | EACH | 170.00 | 24,310.00 | 180.00 | 25,740.00 | 165.00 | 23,595.00 | 215.00 | 30,745.00 |
0058 | 739-01-00100 | Hydro-Seeding | 0.1 | ACRE | 33,750.00 | 3,375.00 | 35,000.00 | 3,500.00 | 19,800.00 | 1,980.00 | 22,700.00 | 2,270.00 |
0059 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 35,000.00 | 35,000.00 | 58,050.12 | 58,050.12 | 50,000.00 | 50,000.00 |
0060 | 805-16-02700 | Reinforced Concrete Box Culverts (Extension) 4'X3' RCB X (8' Left +10' Right) (Cast in place only) | 18 | LNFT | 980.00 | 17,640.00 | 2,500.00 | 45,000.00 | 2,722.80 | 49,010.40 | 1,500.00 | 27,000.00 |
0061 | NS-201-00022 | Stump Removal (36" - 48" Diameter) | 1 | EACH | 2,600.00 | 2,600.00 | 2,000.00 | 2,000.00 | 1,650.00 | 1,650.00 | 5,650.00 | 5,650.00 |
0062 | NS-500-00300 | Traffic Maintenance Asphalt Concrete | 89 | TON | 330.16 | 29,384.24 | 180.00 | 16,020.00 | 142.28 | 12,662.92 | 230.00 | 20,470.00 |
| | | | | | | | | | | | |
| | CONTRACTOR TOTAL | | | | 6,824,326.48 | | 7,072,252.90 | | 7,789,768.61 | | 9,502,017.85 |