Genesee County Road Commission DATE: 06/12/2007 TABULATION OF Bids - DETAILS PAGE: 1 __________________________________________________________________________________________________________________________________ CONTRACT ID: 67-W846 PROJECT(S): 67-W846 CONTRACT DESCRIPTION: Pavement Removal, Grading, Ditching, Aggregate Base and HMA Pavement __________________________________________________________________________________________________________________________________ VENDOR RANKING: ================================================================================================================================== TOTAL % OVER % OVER RANK BIDDER BID LOW BID EST ================================================================================================================================== 0 ENGINEER'S ESTIMATE $ 87,315.00 13.4005% 0% 1 Zito Construction Co. $ 76,997.00 0.0000% -11.8170% 2 L & M Landshaping, Inc. $ 81,671.50 6.0710% -6.4634% 3 San Marino Excavating, Inc. $ 86,471.00 12.3044% -0.9666% 4 Asix Asphalt Paving LLC $ 91,905.25 19.3621% 5.2571% 5 A.W. Excavating, Inc. $ 93,168.00 21.0021% 6.7033% 6 Jack Fick Excavating, Inc. $ 95,224.50 23.6730% 9.0586% 7 Heystek Contracting Inc. $ 119,222.00 54.8398% 36.5424% __________________________________________________________________________________________________________________________________ |(0) |(1) |(2) | |ENGINEER'S ESTIMATE |Zito Construction Co. |L & M Landshaping, Inc. | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030001 3.000 Ea | 200.00 600.00| 70.000 210.00| 100.000 300.00| Culv, Rem, Less than 24 inch | | | | 0002 2047011 1005.000 Syd | 8.00 8040.00| 3.500 3517.50| 6.000 6030.00| Pavt, Rem, Modified | | | | 0003 2057002 1.260 Sta | 500.00 630.00| 700.000 882.00| 800.000 1008.00| Ditching, Special | | | | 0004 2057002 3.500 Sta | 1500.00 5250.00| 2000.000 7000.00| 1400.000 4900.00| Machine Grading, Modified | | | | 0005 2057021 50.000 Cyd | 35.00 1750.00| 20.000 1000.00| 26.000 1300.00| Subgrade Undercutting, Type II, Modified | | | | 0006 2080025 100.000 Ft | 2.00 200.00| 1.000 100.00| 2.000 200.00| Erosion Control, Silt Fence | | | | 0007 3037011 100.000 Syd | 2.00 200.00| 1.000 100.00| 4.000 400.00| Geotextile Stabilization, Modified | | | | 0008 3067031 100.000 Ton | 25.00 2500.00| 20.000 2000.00| 18.000 1800.00| Maintenance Gravel, Modified | | | | 0009 3077031 700.000 Ton | 20.00 14000.00| 19.000 13300.00| 18.000 12600.00| Aggregate Base, Modified | | | | 0010 3077031 120.000 Ton | 25.00 3000.00| 20.000 2400.00| 20.000 2400.00| Shoulder, Cl II, Modified | | | | 0011 4010520 90.000 Ft | 25.00 2250.00| 20.000 1800.00| 24.000 2160.00| Culv, Cl F, CSP, 12 inch | | | | 0012 4037050 1.000 Ea | 600.00 600.00| 770.000 770.00| 600.000 600.00| Reconstructing Sanitary Sewer Manhole, Sp| | | | 0013 4040071 100.000 Ft | 8.00 800.00| 4.000 400.00| 6.000 600.00| Underdrain, Subgrade, 4 inch | | | | 0014 4040091 25.000 Ft | 8.00 200.00| 10.000 250.00| 1.000 25.00| Underdrain Outlet, 4 inch | | | | 0015 4047001 25.000 Ft | 8.00 200.00| 10.000 250.00| 1.000 25.00| 4 inch House Drain | | | | 0016 5020003 25.000 Syd | 10.00 250.00| 30.000 750.00| 60.000 1500.00| Cold Milling HMA Surface | | | | 0017 5020034 540.000 Ton | 60.00 32400.00| 57.000 30780.00| 57.000 30780.00| HMA, 13A | | | | 0018 8017011 145.000 Syd | 40.00 5800.00| 30.000 4350.00| 27.000 3915.00| Driveway, Nonreinf Conc, 5 inch, Modified| | | | 0019 8070095 3.000 Ea | 50.00 150.00| 45.000 135.00| 50.000 150.00| Post, Mailbox | | | | 0020 8110045 2.000 Ea | 125.00 250.00| 95.000 190.00| 95.000 190.00| Pavt Mrkg, Ovly Cold Plastic, Lt Turn Arr| | | | 0021 8110050 4.000 Ea | 150.00 600.00| 105.000 420.00| 105.000 420.00| Pavt Mrkg, Ovly Cold Plastic, Only | | | | 0022 8110052 2.000 Ea | 125.00 250.00| 95.000 190.00| 95.000 190.00| Pavt Mrkg, Ovly Cold Plastic, Rt Turn Arr| | | | 0023 8110110 1000.000 Ft | 0.50 500.00| 0.900 900.00| 0.900 900.00| Pavt Mrkg, Waterborne, 4 inch, White | | | | 0024 8110111 1210.000 Ft | 0.50 605.00| 0.900 1089.00| 0.900 1089.00| Pavt Mrkg, Waterborne, 4 inch, Yellow | | | | 0025 8117001 70.000 Ft | 1.00 70.00| 1.250 87.50| 1.250 87.50| Pavt Mrkg, Waterborne, 12 inch, Yellow | | | | 0026 8120086 100.000 Ft | 1.00 100.00| 0.300 30.00| 0.900 90.00| Pavt Mrkg, Type NR, Tape, 4 inch, Yellow,| | | | 0027 8127051 1.000 LS | 3000.00 3000.00| 1600.000 1600.00| 5100.000 5100.00| Maintaining Traffic | | | | 0028 8507002 4.160 Sta | 750.00 3120.00| 600.000 2496.00| 700.000 2912.00| Project Cleanup and Restoration, Special | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $87,315.00| $76,997.00| $81,671.50| __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ |(3) |(4) |(5) | |San Marino Excavating, Inc. |Asix Asphalt Paving LLC |A.W. Excavating, Inc. | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030001 3.000 Ea | 180.000 540.00| 195.000 585.00| 200.000 600.00| Culv, Rem, Less than 24 inch | | | | 0002 2047011 1005.000 Syd | 4.900 4924.50| 5.150 5175.75| 6.000 6030.00| Pavt, Rem, Modified | | | | 0003 2057002 1.260 Sta | 1695.000 2135.70| 1780.000 2242.80| 700.000 882.00| Ditching, Special | | | | 0004 2057002 3.500 Sta | 1300.000 4550.00| 1385.000 4847.50| 1900.000 6650.00| Machine Grading, Modified | | | | 0005 2057021 50.000 Cyd | 25.000 1250.00| 28.150 1407.50| 32.000 1600.00| Subgrade Undercutting, Type II, Modified | | | | 0006 2080025 100.000 Ft | 1.500 150.00| 1.650 165.00| 1.500 150.00| Erosion Control, Silt Fence | | | | 0007 3037011 100.000 Syd | 2.200 220.00| 2.450 245.00| 2.000 200.00| Geotextile Stabilization, Modified | | | | 0008 3067031 100.000 Ton | 19.000 1900.00| 21.650 2165.00| 19.000 1900.00| Maintenance Gravel, Modified | | | | 0009 3077031 700.000 Ton | 18.000 12600.00| 19.500 13650.00| 19.000 13300.00| Aggregate Base, Modified | | | | 0010 3077031 120.000 Ton | 37.500 4500.00| 23.800 2856.00| 32.000 3840.00| Shoulder, Cl II, Modified | | | | 0011 4010520 90.000 Ft | 30.000 2700.00| 32.500 2925.00| 45.000 4050.00| Culv, Cl F, CSP, 12 inch | | | | 0012 4037050 1.000 Ea | 705.000 705.00| 765.000 765.00| 1200.000 1200.00| Reconstructing Sanitary Sewer Manhole, Sp| | | | 0013 4040071 100.000 Ft | 6.000 600.00| 6.500 650.00| 6.000 600.00| Underdrain, Subgrade, 4 inch | | | | 0014 4040091 25.000 Ft | 8.000 200.00| 9.200 230.00| 12.000 300.00| Underdrain Outlet, 4 inch | | | | 0015 4047001 25.000 Ft | 6.000 150.00| 6.500 162.50| 12.000 300.00| 4 inch House Drain | | | | 0016 5020003 25.000 Syd | 61.000 1525.00| 80.000 2000.00| 60.000 1500.00| Cold Milling HMA Surface | | | | 0017 5020034 540.000 Ton | 57.200 30888.00| 62.000 33480.00| 60.000 32400.00| HMA, 13A | | | | 0018 8017011 145.000 Syd | 29.000 4205.00| 35.700 5176.50| 38.000 5510.00| Driveway, Nonreinf Conc, 5 inch, Modified| | | | 0019 8070095 3.000 Ea | 70.000 210.00| 85.000 255.00| 50.000 150.00| Post, Mailbox | | | | 0020 8110045 2.000 Ea | 96.000 192.00| 99.750 199.50| 100.000 200.00| Pavt Mrkg, Ovly Cold Plastic, Lt Turn Arr| | | | 0021 8110050 4.000 Ea | 110.000 440.00| 110.000 440.00| 105.000 420.00| Pavt Mrkg, Ovly Cold Plastic, Only | | | | 0022 8110052 2.000 Ea | 96.000 192.00| 99.750 199.50| 100.000 200.00| Pavt Mrkg, Ovly Cold Plastic, Rt Turn Arr| | | | 0023 8110110 1000.000 Ft | 0.890 890.00| 1.000 1000.00| 0.900 900.00| Pavt Mrkg, Waterborne, 4 inch, White | | | | 0024 8110111 1210.000 Ft | 0.900 1089.00| 1.000 1210.00| 0.900 1089.00| Pavt Mrkg, Waterborne, 4 inch, Yellow | | | | 0025 8117001 70.000 Ft | 1.400 98.00| 1.310 91.70| 1.500 105.00| Pavt Mrkg, Waterborne, 12 inch, Yellow | | | | 0026 8120086 100.000 Ft | 0.400 40.00| 2.150 215.00| 1.000 100.00| Pavt Mrkg, Type NR, Tape, 4 inch, Yellow,| | | | 0027 8127051 1.000 LS | 5500.000 5500.00| 3950.000 3950.00| 4000.000 4000.00| Maintaining Traffic | | | | 0028 8507002 4.160 Sta | 980.000 4076.80| 1350.000 5616.00| 1200.000 4992.00| Project Cleanup and Restoration, Special | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $86,471.00| $91,905.25| $93,168.00| __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ |(6) |(7) | | |Jack Fick Excavating, Inc. |Heystek Contracting Inc. | | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030001 3.000 Ea | 300.000 900.00| 200.000 600.00| | Culv, Rem, Less than 24 inch | | | | 0002 2047011 1005.000 Syd | 9.000 9045.00| 6.000 6030.00| | Pavt, Rem, Modified | | | | 0003 2057002 1.260 Sta | 600.000 756.00| 2000.000 2520.00| | Ditching, Special | | | | 0004 2057002 3.500 Sta | 2100.000 7350.00| 3000.000 10500.00| | Machine Grading, Modified | | | | 0005 2057021 50.000 Cyd | 30.000 1500.00| 30.000 1500.00| | Subgrade Undercutting, Type II, Modified | | | | 0006 2080025 100.000 Ft | 1.950 195.00| 2.000 200.00| | Erosion Control, Silt Fence | | | | 0007 3037011 100.000 Syd | 1.700 170.00| 6.000 600.00| | Geotextile Stabilization, Modified | | | | 0008 3067031 100.000 Ton | 24.000 2400.00| 20.000 2000.00| | Maintenance Gravel, Modified | | | | 0009 3077031 700.000 Ton | 24.000 16800.00| 20.000 14000.00| | Aggregate Base, Modified | | | | 0010 3077031 120.000 Ton | 34.000 4080.00| 20.000 2400.00| | Shoulder, Cl II, Modified | | | | 0011 4010520 90.000 Ft | 30.000 2700.00| 20.000 1800.00| | Culv, Cl F, CSP, 12 inch | | | | 0012 4037050 1.000 Ea | 700.000 700.00| 2000.000 2000.00| | Reconstructing Sanitary Sewer Manhole, Sp| | | | 0013 4040071 100.000 Ft | 10.000 1000.00| 6.000 600.00| | Underdrain, Subgrade, 4 inch | | | | 0014 4040091 25.000 Ft | 30.000 750.00| 7.000 175.00| | Underdrain Outlet, 4 inch | | | | 0015 4047001 25.000 Ft | 8.000 200.00| 10.000 250.00| | 4 inch House Drain | | | | 0016 5020003 25.000 Syd | 60.000 1500.00| 30.000 750.00| | Cold Milling HMA Surface | | | | 0017 5020034 540.000 Ton | 57.000 30780.00| 62.000 33480.00| | HMA, 13A | | | | 0018 8017011 145.000 Syd | 33.000 4785.00| 36.000 5220.00| | Driveway, Nonreinf Conc, 5 inch, Modified| | | | 0019 8070095 3.000 Ea | 50.000 150.00| 100.000 300.00| | Post, Mailbox | | | | 0020 8110045 2.000 Ea | 95.000 190.00| 145.000 290.00| | Pavt Mrkg, Ovly Cold Plastic, Lt Turn Arr| | | | 0021 8110050 4.000 Ea | 105.000 420.00| 155.000 620.00| | Pavt Mrkg, Ovly Cold Plastic, Only | | | | 0022 8110052 2.000 Ea | 95.000 190.00| 145.000 290.00| | Pavt Mrkg, Ovly Cold Plastic, Rt Turn Arr| | | | 0023 8110110 1000.000 Ft | 0.900 900.00| 0.950 950.00| | Pavt Mrkg, Waterborne, 4 inch, White | | | | 0024 8110111 1210.000 Ft | 0.900 1089.00| 0.950 1149.50| | Pavt Mrkg, Waterborne, 4 inch, Yellow | | | | 0025 8117001 70.000 Ft | 1.250 87.50| 2.250 157.50| | Pavt Mrkg, Waterborne, 12 inch, Yellow | | | | 0026 8120086 100.000 Ft | 1.750 175.00| 2.000 200.00| | Pavt Mrkg, Type NR, Tape, 4 inch, Yellow,| | | | 0027 8127051 1.000 LS | 3500.000 3500.00| 21280.000 21280.00| | Maintaining Traffic | | | | 0028 8507002 4.160 Sta | 700.000 2912.00| 2250.000 9360.00| | Project Cleanup and Restoration, Special | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $95,224.50| $119,222.00| | __________________________________________________________________________________________________________________________________