Genesee County Road Commission DATE: 09/11/2007 TABULATION OF Bids - DETAILS PAGE: 1 __________________________________________________________________________________________________________________________________ CONTRACT ID: 56-W847 PROJECT(S): 56-W847 CONTRACT DESCRIPTION: HMA Reconstruction of South Lane Drainage Improvements __________________________________________________________________________________________________________________________________ VENDOR RANKING: ================================================================================================================================== TOTAL % OVER % OVER RANK BIDDER BID LOW BID EST ================================================================================================================================== 0 ENGINEER'S ESTIMATE $ 38,878.50 44.5190% 0% 1 Ace Asphalt & Paving Company $ 26,902.00 0.0000% -30.8049% 2 Zito Construction Co. $ 34,764.00 29.2246% -10.5830% 3 Newton Excavating Co., Inc. $ 38,740.00 44.0042% -0.3562% __________________________________________________________________________________________________________________________________ |(0) |(1) |(2) | |ENGINEER'S ESTIMATE |Ace Asphalt & Paving Company|Zito Construction Co. | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2020004 1.000 Ea | 300.00 300.00| 350.000 350.00| 850.000 850.00| Tree, Rem, 6 inch to 18 inch | | | | 0002 2047011 35.000 Syd | 15.00 525.00| 9.000 315.00| 24.000 840.00| Pavement, Remove, Modified | | | | 0003 2057002 1.600 Sta | 1000.00 1600.00| 450.000 720.00| 900.000 1440.00| Ditch Cleanout, Modified | | | | 0004 2080006 4.000 Ea | 100.00 400.00| 30.000 120.00| 90.000 360.00| Erosion Control, Inlet Protection, Fabric| | | | 0005 2080025 50.000 Ft | 2.00 100.00| 3.000 150.00| 2.000 100.00| Erosion Control, Silt Fence | | | | 0006 2090001 1.000 LS | 2000.00 2000.00| 500.000 500.00| 550.000 550.00| Project Cleanup | | | | 0007 3077031 16.000 Ton | 30.00 480.00| 25.000 400.00| 36.000 576.00| Aggregate Base, Modified | | | | 0008 3077031 8.000 Ton | 28.00 224.00| 30.000 240.00| 36.000 288.00| Approach, Class II, Modified | | | | 0009 3077031 8.000 Ton | 28.00 224.00| 30.000 240.00| 36.000 288.00| Shoulder, Class II, Modified | | | | 0010 4010830 34.000 Lb | 2.00 68.00| 3.000 102.00| 3.000 102.00| Culv End Sect, Grate | | | | 0011 4010860 1.000 Ea | 400.00 400.00| 75.000 75.00| 115.000 115.00| Culv End Sect, Metal, 12 inch | | | | 0012 4020033 38.000 Ft | 35.00 1330.00| 25.000 950.00| 62.000 2356.00| Sewer, Cl A, 12 inch, Tr Det B | | | | 0013 4020866 22.000 Ft | 50.00 1100.00| 40.000 880.00| 88.000 1936.00| Sewer, Cl III, 12 inch, Tr Det B | | | | 0014 4021204 1.000 Ea | 250.00 250.00| 250.000 250.00| 360.000 360.00| Sewer Tap, 12 inch | | | | 0015 4030000 1.000 Ea | 1200.00 1200.00| 600.000 600.00| 996.000 996.00| Dr Structure, 24 inch dia | | | | 0016 4030005 1.000 Ea | 2000.00 2000.00| 850.000 850.00| 1596.000 1596.00| Dr Structure, 48 inch dia | | | | 0017 4030051 665.000 Lb | 2.00 1330.00| 1.000 665.00| 1.400 931.00| Dr Structure Cover | | | | 0018 5020034 65.000 Ton | 90.00 5850.00| 125.000 8125.00| 138.000 8970.00| HMA, 13A | | | | 0019 5027011 475.000 Syd | 17.50 8312.50| 6.000 2850.00| 10.200 4845.00| Cold Milling HMA Surface, Variable Depth,| | | | 0020 5027011 95.000 Syd | 25.00 2375.00| 9.000 855.00| 21.000 1995.00| Pavement for Butt Joints, Remove, Modifie| | | | 0021 5027031 18.000 Ton | 110.00 1980.00| 175.000 3150.00| 155.000 2790.00| HMA Approach, Modified | | | | 0022 7067021 1.000 Cyd | 1000.00 1000.00| 200.000 200.00| 700.000 700.00| Concrete Cradle, Special | | | | 0023 8070095 2.000 Ea | 100.00 200.00| 40.000 80.00| 54.000 108.00| Post, Mailbox | | | | 0024 8127051 1.000 LS | 5000.00 5000.00| 3500.000 3500.00| 1000.000 1000.00| Maintaining Traffic | | | | 0025 8167011 210.000 Syd | 3.00 630.00| 3.500 735.00| 3.200 672.00| Slope Restoration, Modified | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $38,878.50| $26,902.00| $34,764.00| __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ CONTRACT ID: 56-W847 __________________________________________________________________________________________________________________________________ |(3) | | | |Newton Excavating Co., Inc. | | | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2020004 1.000 Ea | 600.000 600.00| | | Tree, Rem, 6 inch to 18 inch | | | | 0002 2047011 35.000 Syd | 9.000 315.00| | | Pavement, Remove, Modified | | | | 0003 2057002 1.600 Sta | 1000.000 1600.00| | | Ditch Cleanout, Modified | | | | 0004 2080006 4.000 Ea | 150.000 600.00| | | Erosion Control, Inlet Protection, Fabric| | | | 0005 2080025 50.000 Ft | 3.000 150.00| | | Erosion Control, Silt Fence | | | | 0006 2090001 1.000 LS | 1400.000 1400.00| | | Project Cleanup | | | | 0007 3077031 16.000 Ton | 60.000 960.00| | | Aggregate Base, Modified | | | | 0008 3077031 8.000 Ton | 60.000 480.00| | | Approach, Class II, Modified | | | | 0009 3077031 8.000 Ton | 60.000 480.00| | | Shoulder, Class II, Modified | | | | 0010 4010830 34.000 Lb | 10.000 340.00| | | Culv End Sect, Grate | | | | 0011 4010860 1.000 Ea | 300.000 300.00| | | Culv End Sect, Metal, 12 inch | | | | 0012 4020033 38.000 Ft | 55.000 2090.00| | | Sewer, Cl A, 12 inch, Tr Det B | | | | 0013 4020866 22.000 Ft | 60.000 1320.00| | | Sewer, Cl III, 12 inch, Tr Det B | | | | 0014 4021204 1.000 Ea | 800.000 800.00| | | Sewer Tap, 12 inch | | | | 0015 4030000 1.000 Ea | 1500.000 1500.00| | | Dr Structure, 24 inch dia | | | | 0016 4030005 1.000 Ea | 2000.000 2000.00| | | Dr Structure, 48 inch dia | | | | 0017 4030051 665.000 Lb | 3.000 1995.00| | | Dr Structure Cover | | | | 0018 5020034 65.000 Ton | 90.000 5850.00| | | HMA, 13A | | | | 0019 5027011 475.000 Syd | 15.000 7125.00| | | Cold Milling HMA Surface, Variable Depth,| | | | 0020 5027011 95.000 Syd | 10.000 950.00| | | Pavement for Butt Joints, Remove, Modifie| | | | 0021 5027031 18.000 Ton | 95.000 1710.00| | | HMA Approach, Modified | | | | 0022 7067021 1.000 Cyd | 500.000 500.00| | | Concrete Cradle, Special | | | | 0023 8070095 2.000 Ea | 100.000 200.00| | | Post, Mailbox | | | | 0024 8127051 1.000 LS | 3375.000 3375.00| | | Maintaining Traffic | | | | 0025 8167011 210.000 Syd | 10.000 2100.00| | | Slope Restoration, Modified | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $38,740.00| | | __________________________________________________________________________________________________________________________________