Genesee County Road Commission DATE: 09/11/2007 TABULATION OF Bids - DETAILS PAGE: 1 __________________________________________________________________________________________________________________________________ CONTRACT ID: 95-W849 PROJECT(S): 95-W849 / 3264 CONTRACT DESCRIPTION: Lake Road at Montrose Drain / Culvert Replacement with 12' x 6' precast concrete box culvert, guardrail, CSP culverts, HMA paving, and restoration. __________________________________________________________________________________________________________________________________ VENDOR RANKING: ================================================================================================================================== TOTAL % OVER % OVER RANK BIDDER BID LOW BID EST ================================================================================================================================== 0 ENGINEER'S ESTIMATE $ 164,150.00 20.4028% 0% 1 Heystek Contracting Inc. $ 136,334.00 0.0000% -16.9455% 2 Zito Construction Co. $ 142,241.50 4.3331% -13.3466% 3 Novak Nurseries, Inc. $ 142,366.51 4.4248% -13.2705% 4 Perrin Construction Co., Inc. $ 144,902.50 6.2849% -11.7256% 5 Jack Fick Excavating, Inc. $ 153,540.00 12.6205% -6.4636% 6 L.J. Construction, Inc. $ 158,362.00 16.1574% -3.5260% 7 DiPonio Contracting L.L.C. $ 166,699.00 22.2725% 1.5528% __________________________________________________________________________________________________________________________________ |(0) |(1) |(2) | |ENGINEER'S ESTIMATE |Heystek Contracting Inc. |Zito Construction Co. | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030001 2.000 Ea | 300.00 600.00| 400.000 800.00| 220.000 440.00| Culv, Rem, Less than 24 inch | | | | 0002 2030002 2.000 Ea | 350.00 700.00| 500.000 1000.00| 400.000 800.00| Culv, Rem, 24 inch to 48 inch | | | | 0003 2040008 160.000 Ft | 1.50 240.00| 2.000 320.00| 1.000 160.00| Guardrail, Rem | | | | 0004 2040020 1.000 LS | 5000.00 5000.00| 13000.000 13000.00| 6000.000 6000.00| Structures, Rem | | | | 0005 2047011 259.000 Syd | 15.00 3885.00| 3.000 777.00| 4.000 1036.00| Pavt, Rem, Modified | | | | 0006 2050010 380.000 Cyd | 17.00 6460.00| 4.000 1520.00| 8.500 3230.00| Embankment, CIP | | | | 0007 2050016 700.000 Cyd | 13.00 9100.00| 3.000 2100.00| 7.700 5390.00| Excavation, Earth | | | | 0008 2050023 700.000 Cyd | 14.00 9800.00| 10.000 7000.00| 13.000 9100.00| Granular Material, Cl II | | | | 0009 2050041 20.000 Cyd | 20.00 400.00| 30.000 600.00| 15.000 300.00| Subgrade Undercutting, Type II | | | | 0010 2080002 15.000 Ft | 50.00 750.00| 30.000 450.00| 25.000 375.00| Erosion Control, Check Dam, Stone | | | | 0011 2080022 1.000 Ea | 511.50 511.50| 100.000 100.00| 200.000 200.00| Erosion Control, Sediment Trap | | | | 0012 2080025 180.000 Ft | 3.00 540.00| 3.000 540.00| 2.000 360.00| Erosion Control, Silt Fence | | | | 0013 3027031 110.000 Ton | 20.00 2200.00| 15.000 1650.00| 22.000 2420.00| Aggregate Base, Modified | | | | 0014 3067031 10.000 Ton | 20.00 200.00| 20.000 200.00| 22.000 220.00| Maintenance Gravel, Modified | | | | 0015 3077031 15.000 Ton | 20.00 300.00| 20.000 300.00| 35.000 525.00| Approach, Cl II, Modified | | | | 0016 3077031 62.000 Ton | 20.00 1240.00| 20.000 1240.00| 35.000 2170.00| Shoulder, Cl II, Modified | | | | 0017 4010522 214.000 Ft | 50.00 10700.00| 35.000 7490.00| 26.000 5564.00| Culv, Cl F, CSP, 18 inch | | | | 0018 4010523 138.000 Ft | 60.00 8280.00| 38.000 5244.00| 30.000 4140.00| Culv, Cl F, CSP, 24 inch | | | | 0019 4010862 2.000 Ea | 150.00 300.00| 200.000 400.00| 124.000 248.00| Culv End Sect, Metal, 18 inch | | | | 0020 4010864 2.000 Ea | 200.00 400.00| 300.000 600.00| 200.000 400.00| Culv End Sect, Metal, 24 inch | | | | 0021 4010885 65.000 Cyd | 40.00 2600.00| 30.000 1950.00| 35.000 2275.00| Culv Bedding, Box Culv | | | | 0022 4011106 48.000 Ft | 1300.00 62400.00| 800.000 38400.00| 960.000 46080.00| Culv, Precast Conc Box, 12 foot by 6 foot| | | | 0023 4017001 48.000 Ft | 90.00 4320.00| 62.000 2976.00| 110.000 5280.00| Culv, Cl A, CSP, 48 inch, Modified | | | | 0024 4047001 20.000 Ft | 6.00 120.00| 20.000 400.00| 10.000 200.00| House Drain, 4 inch | | | | 0025 4047001 20.000 Ft | 7.00 140.00| 25.000 500.00| 10.000 200.00| House Drain, 6 inch | | | | 0026 5020003 95.000 Syd | 12.00 1140.00| 5.000 475.00| 25.000 2375.00| Cold Milling HMA Surface | | | | 0027 5020034 100.000 Ton | 43.00 4300.00| 140.000 14000.00| 100.000 10000.00| HMA, 13A | | | | 0028 7047051 1.000 LS | 5000.00 5000.00| 100.000 100.00| 3300.000 3300.00| Stream Flow Diversion And Reestablishment| | | | 0029 8070000 163.000 Ft | 17.00 2771.00| 19.000 3097.00| 18.000 2934.00| Guardrail, Type B | | | | 0030 8070010 39.000 Ft | 20.00 780.00| 21.000 819.00| 20.000 780.00| Guardrail, Curved, Type B | | | | 0031 8070016 2.000 Ea | 1500.00 3000.00| 1400.000 2800.00| 2500.000 5000.00| Guardrail, Backed, Det G2 | | | | 0032 8070042 1.000 Ea | 2000.00 2000.00| 2700.000 2700.00| 2500.000 2500.00| Guardrail Approach Terminal, Type 2B | | | | 0033 8070080 6.000 Ea | 4.00 24.00| 11.000 66.00| 10.000 60.00| Guardrail Reflector | | | | 0034 8070095 2.000 Ea | 50.00 100.00| 100.000 200.00| 50.000 100.00| Post, Mailbox | | | | 0035 8077050 3.000 Ea | 175.00 525.00| 300.000 900.00| 250.000 750.00| Guardrail Buffered End | | | | 0036 8110110 220.000 Ft | 1.00 220.00| 2.000 440.00| 3.000 660.00| Pavt Mrkg, Waterborne, 4 inch, White | | | | 0037 8110111 40.000 Ft | 1.00 40.00| 3.000 120.00| 3.000 120.00| Pavt Mrkg, Waterborne, 4 inch, Yellow | | | | 0038 8120005 6.000 Ea | 50.00 300.00| 70.000 420.00| 60.000 360.00| Barricade, Type III, High Intensity, Ligh| | | | 0039 8120006 6.000 Ea | 1.00 6.00| 70.000 420.00| 1.000 6.00| Barricade, Type III, High Intensity, Ligh| | | | 0040 8120050 1.000 LS | 1000.00 1000.00| 6000.000 6000.00| 4400.000 4400.00| Minor Traf Devices | | | | 0041 8120102 10.000 Ea | 20.00 200.00| 15.000 150.00| 25.000 250.00| Plastic Drum, High Intensity, Lighted, Fu| | | | 0042 8120103 10.000 Ea | 1.00 10.00| 15.000 150.00| 1.000 10.00| Plastic Drum, High Intensity, Lighted, Op| | | | 0043 8120120 635.000 Sft | 3.00 1905.00| 3.000 1905.00| 3.000 1905.00| Sign, Type B, Temp, Furn | | | | 0044 8120121 635.000 Sft | 0.50 317.50| 1.000 635.00| 0.500 317.50| Sign, Type B, Temp, Oper | | | | 0045 8130005 100.000 Syd | 60.00 6000.00| 70.000 7000.00| 70.000 7000.00| Riprap, Heavy | | | | 0046 8160028 250.000 Syd | 1.50 375.00| 2.000 500.00| 2.000 500.00| Mulch Blanket, High Velocity | | | | 0047 8160090 1.000 Unit| 70.00 70.00| 1000.000 1000.00| 1.000 1.00| Water, Sodding/Seeding | | | | 0048 8167011 720.000 Syd | 4.00 2880.00| 4.000 2880.00| 2.500 1800.00| Slope Restoration | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $164,150.00| $136,334.00| $142,241.50| __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ CONTRACT ID: 95-W849 __________________________________________________________________________________________________________________________________ |(3) |(4) |(5) | |Novak Nurseries, Inc. |Perrin Construction Co., Inc|Jack Fick Excavating, Inc. | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030001 2.000 Ea | 11.000 22.00| 275.000 550.00| 372.000 744.00| Culv, Rem, Less than 24 inch | | | | 0002 2030002 2.000 Ea | 17.000 34.00| 375.000 750.00| 855.000 1710.00| Culv, Rem, 24 inch to 48 inch | | | | 0003 2040008 160.000 Ft | 2.000 320.00| 5.000 800.00| 5.000 800.00| Guardrail, Rem | | | | 0004 2040020 1.000 LS | 5257.000 5257.00| 7500.000 7500.00| 9200.000 9200.00| Structures, Rem | | | | 0005 2047011 259.000 Syd | 3.000 777.00| 6.000 1554.00| 7.000 1813.00| Pavt, Rem, Modified | | | | 0006 2050010 380.000 Cyd | 1.000 380.00| 8.000 3040.00| 12.500 4750.00| Embankment, CIP | | | | 0007 2050016 700.000 Cyd | 3.000 2100.00| 8.000 5600.00| 5.180 3626.00| Excavation, Earth | | | | 0008 2050023 700.000 Cyd | 10.000 7000.00| 12.000 8400.00| 19.390 13573.00| Granular Material, Cl II | | | | 0009 2050041 20.000 Cyd | 10.000 200.00| 20.000 400.00| 41.000 820.00| Subgrade Undercutting, Type II | | | | 0010 2080002 15.000 Ft | 8.000 120.00| 40.000 600.00| 54.000 810.00| Erosion Control, Check Dam, Stone | | | | 0011 2080022 1.000 Ea | 106.000 106.00| 300.000 300.00| 155.000 155.00| Erosion Control, Sediment Trap | | | | 0012 2080025 180.000 Ft | 1.000 180.00| 1.750 315.00| 2.000 360.00| Erosion Control, Silt Fence | | | | 0013 3027031 110.000 Ton | 19.000 2090.00| 25.000 2750.00| 18.950 2084.50| Aggregate Base, Modified | | | | 0014 3067031 10.000 Ton | 11.000 110.00| 25.000 250.00| 18.580 185.80| Maintenance Gravel, Modified | | | | 0015 3077031 15.000 Ton | 20.000 300.00| 30.000 450.00| 19.390 290.85| Approach, Cl II, Modified | | | | 0016 3077031 62.000 Ton | 25.000 1550.00| 30.000 1860.00| 22.000 1364.00| Shoulder, Cl II, Modified | | | | 0017 4010522 214.000 Ft | 24.000 5136.00| 18.000 3852.00| 30.000 6420.00| Culv, Cl F, CSP, 18 inch | | | | 0018 4010523 138.000 Ft | 29.000 4002.00| 24.000 3312.00| 32.000 4416.00| Culv, Cl F, CSP, 24 inch | | | | 0019 4010862 2.000 Ea | 115.000 230.00| 180.000 360.00| 125.000 250.00| Culv End Sect, Metal, 18 inch | | | | 0020 4010864 2.000 Ea | 198.000 396.00| 265.000 530.00| 170.000 340.00| Culv End Sect, Metal, 24 inch | | | | 0021 4010885 65.000 Cyd | 27.000 1755.00| 60.000 3900.00| 56.000 3640.00| Culv Bedding, Box Culv | | | | 0022 4011106 48.000 Ft | 1463.000 70224.00| 875.000 42000.00| 1029.000 49392.00| Culv, Precast Conc Box, 12 foot by 6 foot| | | | 0023 4017001 48.000 Ft | 1.000 48.00| 97.000 4656.00| 92.000 4416.00| Culv, Cl A, CSP, 48 inch, Modified | | | | 0024 4047001 20.000 Ft | 18.000 360.00| 17.000 340.00| 9.500 190.00| House Drain, 4 inch | | | | 0025 4047001 20.000 Ft | 19.000 380.00| 19.000 380.00| 12.000 240.00| House Drain, 6 inch | | | | 0026 5020003 95.000 Syd | 9.000 855.00| 33.000 3135.00| 39.500 3752.50| Cold Milling HMA Surface | | | | 0027 5020034 100.000 Ton | 78.000 7800.00| 100.000 10000.00| 100.000 10000.00| HMA, 13A | | | | 0028 7047051 1.000 LS | 5083.000 5083.00| 7500.000 7500.00| 1495.000 1495.00| Stream Flow Diversion And Reestablishment| | | | 0029 8070000 163.000 Ft | 18.000 2934.00| 25.000 4075.00| 18.000 2934.00| Guardrail, Type B | | | | 0030 8070010 39.000 Ft | 20.000 780.00| 25.000 975.00| 20.000 780.00| Guardrail, Curved, Type B | | | | 0031 8070016 2.000 Ea | 1250.000 2500.00| 2500.000 5000.00| 1250.000 2500.00| Guardrail, Backed, Det G2 | | | | 0032 8070042 1.000 Ea | 2500.000 2500.00| 2500.000 2500.00| 2500.000 2500.00| Guardrail Approach Terminal, Type 2B | | | | 0033 8070080 6.000 Ea | 10.000 60.00| 10.000 60.00| 10.000 60.00| Guardrail Reflector | | | | 0034 8070095 2.000 Ea | 33.000 66.00| 150.000 300.00| 47.000 94.00| Post, Mailbox | | | | 0035 8077050 3.000 Ea | 250.000 750.00| 500.000 1500.00| 250.000 750.00| Guardrail Buffered End | | | | 0036 8110110 220.000 Ft | 3.000 660.00| 1.500 330.00| 2.650 583.00| Pavt Mrkg, Waterborne, 4 inch, White | | | | 0037 8110111 40.000 Ft | 3.000 120.00| 2.000 80.00| 2.650 106.00| Pavt Mrkg, Waterborne, 4 inch, Yellow | | | | 0038 8120005 6.000 Ea | 60.000 360.00| 75.000 450.00| 75.000 450.00| Barricade, Type III, High Intensity, Ligh| | | | 0039 8120006 6.000 Ea | 0.010 0.06| 10.000 60.00| 0.050 0.30| Barricade, Type III, High Intensity, Ligh| | | | 0040 8120050 1.000 LS | 4600.000 4600.00| 3000.000 3000.00| 2790.000 2790.00| Minor Traf Devices | | | | 0041 8120102 10.000 Ea | 15.000 150.00| 20.000 200.00| 15.000 150.00| Plastic Drum, High Intensity, Lighted, Fu| | | | 0042 8120103 10.000 Ea | 0.010 0.10| 5.000 50.00| 0.050 0.50| Plastic Drum, High Intensity, Lighted, Op| | | | 0043 8120120 635.000 Sft | 3.000 1905.00| 3.000 1905.00| 3.000 1905.00| Sign, Type B, Temp, Furn | | | | 0044 8120121 635.000 Sft | 0.010 6.35| 0.100 63.50| 0.050 31.75| Sign, Type B, Temp, Oper | | | | 0045 8130005 100.000 Syd | 51.000 5100.00| 50.000 5000.00| 58.000 5800.00| Riprap, Heavy | | | | 0046 8160028 250.000 Syd | 3.000 750.00| 4.000 1000.00| 2.500 625.00| Mulch Blanket, High Velocity | | | | 0047 8160090 1.000 Unit| 150.000 150.00| 750.000 750.00| 150.000 150.00| Water, Sodding/Seeding | | | | 0048 8167011 720.000 Syd | 3.000 2160.00| 3.500 2520.00| 6.240 4492.80| Slope Restoration | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $142,366.51| $144,902.50| $153,540.00| __________________________________________________________________________________________________________________________________ CONTRACT ID: 95-W849 __________________________________________________________________________________________________________________________________ |(6) |(7) | | |L.J. Construction, Inc. |DiPonio Contracting L.L.C. | | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030001 2.000 Ea | 100.000 200.00| 270.000 540.00| | Culv, Rem, Less than 24 inch | | | | 0002 2030002 2.000 Ea | 200.000 400.00| 400.000 800.00| | Culv, Rem, 24 inch to 48 inch | | | | 0003 2040008 160.000 Ft | 5.000 800.00| 3.000 480.00| | Guardrail, Rem | | | | 0004 2040020 1.000 LS | 25000.000 25000.00| 14700.000 14700.00| | Structures, Rem | | | | 0005 2047011 259.000 Syd | 15.000 3885.00| 6.000 1554.00| | Pavt, Rem, Modified | | | | 0006 2050010 380.000 Cyd | 2.000 760.00| 9.500 3610.00| | Embankment, CIP | | | | 0007 2050016 700.000 Cyd | 12.000 8400.00| 19.000 13300.00| | Excavation, Earth | | | | 0008 2050023 700.000 Cyd | 12.000 8400.00| 22.000 15400.00| | Granular Material, Cl II | | | | 0009 2050041 20.000 Cyd | 15.000 300.00| 24.000 480.00| | Subgrade Undercutting, Type II | | | | 0010 2080002 15.000 Ft | 20.000 300.00| 35.000 525.00| | Erosion Control, Check Dam, Stone | | | | 0011 2080022 1.000 Ea | 100.000 100.00| 150.000 150.00| | Erosion Control, Sediment Trap | | | | 0012 2080025 180.000 Ft | 2.000 360.00| 2.000 360.00| | Erosion Control, Silt Fence | | | | 0013 3027031 110.000 Ton | 30.000 3300.00| 22.000 2420.00| | Aggregate Base, Modified | | | | 0014 3067031 10.000 Ton | 30.000 300.00| 25.000 250.00| | Maintenance Gravel, Modified | | | | 0015 3077031 15.000 Ton | 30.000 450.00| 25.000 375.00| | Approach, Cl II, Modified | | | | 0016 3077031 62.000 Ton | 30.000 1860.00| 27.000 1674.00| | Shoulder, Cl II, Modified | | | | 0017 4010522 214.000 Ft | 25.000 5350.00| 41.000 8774.00| | Culv, Cl F, CSP, 18 inch | | | | 0018 4010523 138.000 Ft | 30.000 4140.00| 46.000 6348.00| | Culv, Cl F, CSP, 24 inch | | | | 0019 4010862 2.000 Ea | 250.000 500.00| 145.000 290.00| | Culv End Sect, Metal, 18 inch | | | | 0020 4010864 2.000 Ea | 300.000 600.00| 190.000 380.00| | Culv End Sect, Metal, 24 inch | | | | 0021 4010885 65.000 Cyd | 50.000 3250.00| 70.000 4550.00| | Culv Bedding, Box Culv | | | | 0022 4011106 48.000 Ft | 925.000 44400.00| 900.000 43200.00| | Culv, Precast Conc Box, 12 foot by 6 foot| | | | 0023 4017001 48.000 Ft | 50.000 2400.00| 10.000 480.00| | Culv, Cl A, CSP, 48 inch, Modified | | | | 0024 4047001 20.000 Ft | 8.000 160.00| 13.000 260.00| | House Drain, 4 inch | | | | 0025 4047001 20.000 Ft | 10.000 200.00| 15.000 300.00| | House Drain, 6 inch | | | | 0026 5020003 95.000 Syd | 20.000 1900.00| 40.000 3800.00| | Cold Milling HMA Surface | | | | 0027 5020034 100.000 Ton | 105.000 10500.00| 101.000 10100.00| | HMA, 13A | | | | 0028 7047051 1.000 LS | 2500.000 2500.00| 4840.000 4840.00| | Stream Flow Diversion And Reestablishment| | | | 0029 8070000 163.000 Ft | 19.000 3097.00| 18.000 2934.00| | Guardrail, Type B | | | | 0030 8070010 39.000 Ft | 20.000 780.00| 20.000 780.00| | Guardrail, Curved, Type B | | | | 0031 8070016 2.000 Ea | 1300.000 2600.00| 1250.000 2500.00| | Guardrail, Backed, Det G2 | | | | 0032 8070042 1.000 Ea | 2500.000 2500.00| 2500.000 2500.00| | Guardrail Approach Terminal, Type 2B | | | | 0033 8070080 6.000 Ea | 10.000 60.00| 10.000 60.00| | Guardrail Reflector | | | | 0034 8070095 2.000 Ea | 50.000 100.00| 75.000 150.00| | Post, Mailbox | | | | 0035 8077050 3.000 Ea | 250.000 750.00| 250.000 750.00| | Guardrail Buffered End | | | | 0036 8110110 220.000 Ft | 3.000 660.00| 4.000 880.00| | Pavt Mrkg, Waterborne, 4 inch, White | | | | 0037 8110111 40.000 Ft | 3.000 120.00| 4.000 160.00| | Pavt Mrkg, Waterborne, 4 inch, Yellow | | | | 0038 8120005 6.000 Ea | 75.000 450.00| 75.000 450.00| | Barricade, Type III, High Intensity, Ligh| | | | 0039 8120006 6.000 Ea | 10.000 60.00| 0.050 0.30| | Barricade, Type III, High Intensity, Ligh| | | | 0040 8120050 1.000 LS | 5000.000 5000.00| 4502.450 4502.45| | Minor Traf Devices | | | | 0041 8120102 10.000 Ea | 40.000 400.00| 15.000 150.00| | Plastic Drum, High Intensity, Lighted, Fu| | | | 0042 8120103 10.000 Ea | 10.000 100.00| 0.050 0.50| | Plastic Drum, High Intensity, Lighted, Op| | | | 0043 8120120 635.000 Sft | 4.000 2540.00| 3.000 1905.00| | Sign, Type B, Temp, Furn | | | | 0044 8120121 635.000 Sft | 1.000 635.00| 0.050 31.75| | Sign, Type B, Temp, Oper | | | | 0045 8130005 100.000 Syd | 45.000 4500.00| 50.000 5000.00| | Riprap, Heavy | | | | 0046 8160028 250.000 Syd | 2.500 625.00| 2.000 500.00| | Mulch Blanket, High Velocity | | | | 0047 8160090 1.000 Unit| 150.000 150.00| 85.000 85.00| | Water, Sodding/Seeding | | | | 0048 8167011 720.000 Syd | 3.500 2520.00| 4.750 3420.00| | Slope Restoration | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $158,362.00| $166,699.00| | 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