Genesee County Road Commission DATE: 09/04/2007 TABULATION OF Bids - DETAILS PAGE: 1 __________________________________________________________________________________________________________________________________ CONTRACT ID: Lippincott Blvd PROJECT(S): 78-W848 CONTRACT DESCRIPTION: 78-W848 Lippincott Blvd culvert replacement over Big Swamp Drain __________________________________________________________________________________________________________________________________ VENDOR RANKING: ================================================================================================================================== TOTAL % OVER % OVER RANK BIDDER BID LOW BID EST ================================================================================================================================== 0 ENGINEER'S ESTIMATE $ 224,737.60 37.4890% 0% 1 Novak Nurseries, Inc. $ 163,458.62 0.0000% -27.2669% 2 L.J. Construction, Inc. $ 169,045.65 3.4180% -24.7809% 3 Zito Construction Co. $ 172,242.28 5.3736% -23.3585% 4 DiPonio Contracting L.L.C. $ 174,636.69 6.8385% -22.2931% 5 Jack Fick Excavating, Inc. $ 190,556.29 16.5777% -15.2094% 6 Bankston Construction, Inc. $ 206,422.03 26.2840% -8.1498% 7 John Carlo, Inc. $ 206,724.80 26.4692% -8.0150% 8 Kennedy Excavating, Inc. $ 211,332.42 29.2880% -5.9648% 9 C & D Hughes, Inc. $ 214,729.02 31.3660% -4.4535% 10 L. D'Agostini & Sons, Inc. $ 219,323.04 34.1765% -2.4093% 11 J.E. Kloote Contracting, Inc. $ 234,029.12 43.1733% 4.1344% 12 Davis Construction Inc. $ 259,828.10 58.9565% 15.6140% __________________________________________________________________________________________________________________________________ |(0) |(1) |(2) | |ENGINEER'S ESTIMATE |Novak Nurseries, Inc. |L.J. Construction, Inc. | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030003 4.000 Ea | 2500.00 10000.00| 1748.000 6992.00| 300.000 1200.00| Culv, Rem, Over 48 inch | | | | 0002 2050010 10.000 Cyd | 30.00 300.00| 5.000 50.00| 25.000 250.00| Embankment, CIP | | | | 0003 2050015 275.000 Cyd | 15.00 4125.00| 4.000 1100.00| 10.000 2750.00| Excavation, Channel | | | | 0004 2050016 10.000 Cyd | 20.00 200.00| 4.000 40.00| 12.000 120.00| Excavation, Earth | | | | 0005 2057002 2.260 Sta | 1000.00 2260.00| 884.000 1997.84| 1500.000 3390.00| Project Cleanup and Restoration, Special | | | | 0006 2057021 30.000 Cyd | 25.00 750.00| 34.000 1020.00| 30.000 900.00| Subgrade Undercutting, Type II, Modified | | | | 0007 2060002 1640.000 Cyd | 15.00 24600.00| 11.000 18040.00| 14.000 22960.00| Backfill, Structure, CIP | | | | 0008 2060010 1800.000 Cyd | 12.00 21600.00| 8.000 14400.00| 6.000 10800.00| Excavation, Fdn | | | | 0009 2080002 12.000 Ft | 50.00 600.00| 12.000 144.00| 25.000 300.00| Erosion Control, Check Dam, Stone | | | | 0010 2080022 1.000 Ea | 200.00 200.00| 106.000 106.00| 100.000 100.00| Erosion Control, Sediment Trap | | | | 0011 2080023 8.000 Cyd | 25.00 200.00| 9.000 72.00| 25.000 200.00| Erosion Control, Maintenance, Sediment Re| | | | 0012 2080025 200.000 Ft | 2.00 400.00| 1.000 200.00| 3.000 600.00| Erosion Control, Silt Fence | | | | 0013 2087050 1.000 Ea | 10000.00 10000.00| 1912.000 1912.00| 3000.000 3000.00| Temporary Channel Diversion, Special | | | | 0014 3067031 300.000 Ton | 25.00 7500.00| 19.000 5700.00| 20.000 6000.00| Aggregate Surface Cse, Modified | | | | 0015 4010885 31.000 Cyd | 55.00 1705.00| 30.000 930.00| 50.000 1550.00| Culv Bedding, Box Culv | | | | 0016 4017001 56.000 Ft | 1000.00 56000.00| 1638.000 91728.00| 1090.000 61040.00| Culv, Precast Conc Box, 11 foot by 6 foot| | | | 0017 4040031 148.000 Ft | 7.00 1036.00| 8.000 1184.00| 3.000 444.00| Underdrain, Fdn, 4 inch | | | | 0018 4040091 56.000 Ft | 20.00 1120.00| 8.000 448.00| 10.000 560.00| Underdrain Outlet, 4 inch | | | | 0019 4040111 4.000 Ea | 100.00 400.00| 112.000 448.00| 150.000 600.00| Underdrain, Outlet Ending, 4 inch | | | | 0020 7060002 70.620 Cyd | 700.00 49434.00| 1.000 70.62| 360.000 25423.20| Conc, Grade S2 | | | | 0021 7060035 7047.300 Lb | 2.00 14094.60| 0.010 70.47| 1.500 10570.95| Reinforcement, Steel, Epoxy Coated | | | | 0022 8070000 100.000 Ft | 20.00 2000.00| 24.000 2400.00| 25.000 2500.00| Guardrail, Type B | | | | 0023 8070010 37.500 Ft | 22.00 825.00| 24.000 900.00| 25.000 937.50| Guardrail, Curved, Type B | | | | 0024 8070042 1.000 Ea | 2500.00 2500.00| 2500.000 2500.00| 2500.000 2500.00| Guardrail Approach Terminal, Type 2B | | | | 0025 8070065 3.000 Ea | 200.00 600.00| 500.000 1500.00| 500.000 1500.00| Guardrail Buffered End | | | | 0026 8070080 4.000 Ea | 10.00 40.00| 20.000 80.00| 10.000 40.00| Guardrail Reflector | | | | 0027 8070095 1.000 Ea | 70.00 70.00| 28.300 28.30| 100.000 100.00| Post, Mailbox | | | | 0028 8120005 11.000 Ea | 50.00 550.00| 60.000 660.00| 80.000 880.00| Barricade, Type III, High Intensity, Ligh| | | | 0029 8120006 11.000 Ea | 50.00 550.00| 0.010 0.11| 20.000 220.00| Barricade, Type III, High Intensity, Ligh| | | | 0030 8120030 1.000 LS | 2000.00 2000.00| 100.000 100.00| 250.000 250.00| Flag Control | | | | 0031 8120050 1.000 LS | 2000.00 2000.00| 4400.000 4400.00| 2000.000 2000.00| Minor Traf Devices | | | | 0032 8120102 4.000 Ea | 20.00 80.00| 15.000 60.00| 50.000 200.00| Plastic Drum, High Intensity, Lighted, Fu| | | | 0033 8120103 4.000 Ea | 20.00 80.00| 0.010 0.04| 10.000 40.00| Plastic Drum, High Intensity, Lighted, Op| | | | 0034 8120120 524.000 Sft | 6.00 3144.00| 3.000 1572.00| 4.000 2096.00| Sign, Type B, Temp, Furn | | | | 0035 8120121 524.000 Sft | 1.00 524.00| 0.010 5.24| 1.000 524.00| Sign, Type B, Temp, Oper | | | | 0036 8130005 50.000 Syd | 65.00 3250.00| 52.000 2600.00| 50.000 2500.00| Riprap, Heavy | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $224,737.60| $163,458.62| $169,045.65| __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ CONTRACT ID: Lippincott Blvd __________________________________________________________________________________________________________________________________ |(3) |(4) |(5) | |Zito Construction Co. |DiPonio Contracting L.L.C. |Jack Fick Excavating, Inc. | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030003 4.000 Ea | 1250.000 5000.00| 600.000 2400.00| 2000.000 8000.00| Culv, Rem, Over 48 inch | | | | 0002 2050010 10.000 Cyd | 25.000 250.00| 15.000 150.00| 12.250 122.50| Embankment, CIP | | | | 0003 2050015 275.000 Cyd | 8.000 2200.00| 12.000 3300.00| 12.070 3319.25| Excavation, Channel | | | | 0004 2050016 10.000 Cyd | 20.000 200.00| 25.000 250.00| 5.550 55.50| Excavation, Earth | | | | 0005 2057002 2.260 Sta | 750.000 1695.00| 750.000 1695.00| 2781.000 6285.06| Project Cleanup and Restoration, Special | | | | 0006 2057021 30.000 Cyd | 1.000 30.00| 37.000 1110.00| 39.000 1170.00| Subgrade Undercutting, Type II, Modified | | | | 0007 2060002 1640.000 Cyd | 12.000 19680.00| 16.500 27060.00| 17.280 28339.20| Backfill, Structure, CIP | | | | 0008 2060010 1800.000 Cyd | 9.000 16200.00| 13.150 23670.00| 10.180 18324.00| Excavation, Fdn | | | | 0009 2080002 12.000 Ft | 75.000 900.00| 35.000 420.00| 53.000 636.00| Erosion Control, Check Dam, Stone | | | | 0010 2080022 1.000 Ea | 500.000 500.00| 175.000 175.00| 125.000 125.00| Erosion Control, Sediment Trap | | | | 0011 2080023 8.000 Cyd | 50.000 400.00| 43.000 344.00| 20.000 160.00| Erosion Control, Maintenance, Sediment Re| | | | 0012 2080025 200.000 Ft | 2.000 400.00| 2.200 440.00| 2.000 400.00| Erosion Control, Silt Fence | | | | 0013 2087050 1.000 Ea | 6600.000 6600.00| 2550.000 2550.00| 5670.000 5670.00| Temporary Channel Diversion, Special | | | | 0014 3067031 300.000 Ton | 19.000 5700.00| 21.000 6300.00| 18.340 5502.00| Aggregate Surface Cse, Modified | | | | 0015 4010885 31.000 Cyd | 36.000 1116.00| 46.000 1426.00| 55.000 1705.00| Culv Bedding, Box Culv | | | | 0016 4017001 56.000 Ft | 750.000 42000.00| 744.000 41664.00| 1000.000 56000.00| Culv, Precast Conc Box, 11 foot by 6 foot| | | | 0017 4040031 148.000 Ft | 8.000 1184.00| 8.000 1184.00| 5.720 846.56| Underdrain, Fdn, 4 inch | | | | 0018 4040091 56.000 Ft | 20.000 1120.00| 20.000 1120.00| 7.000 392.00| Underdrain Outlet, 4 inch | | | | 0019 4040111 4.000 Ea | 70.000 280.00| 145.000 580.00| 75.000 300.00| Underdrain, Outlet Ending, 4 inch | | | | 0020 7060002 70.620 Cyd | 560.000 39547.20| 425.000 30013.50| 482.000 34038.84| Conc, Grade S2 | | | | 0021 7060035 7047.300 Lb | 1.600 11275.68| 1.950 13742.23| 0.580 4087.43| Reinforcement, Steel, Epoxy Coated | | | | 0022 8070000 100.000 Ft | 24.000 2400.00| 24.000 2400.00| 24.000 2400.00| Guardrail, Type B | | | | 0023 8070010 37.500 Ft | 24.000 900.00| 24.000 900.00| 24.000 900.00| Guardrail, Curved, Type B | | | | 0024 8070042 1.000 Ea | 2500.000 2500.00| 2500.000 2500.00| 2500.000 2500.00| Guardrail Approach Terminal, Type 2B | | | | 0025 8070065 3.000 Ea | 500.000 1500.00| 500.000 1500.00| 500.000 1500.00| Guardrail Buffered End | | | | 0026 8070080 4.000 Ea | 10.000 40.00| 10.000 40.00| 10.000 40.00| Guardrail Reflector | | | | 0027 8070095 1.000 Ea | 50.000 50.00| 65.000 65.00| 50.000 50.00| Post, Mailbox | | | | 0028 8120005 11.000 Ea | 90.000 990.00| 75.000 825.00| 75.000 825.00| Barricade, Type III, High Intensity, Ligh| | | | 0029 8120006 11.000 Ea | 1.000 11.00| 0.050 0.55| 0.050 0.55| Barricade, Type III, High Intensity, Ligh| | | | 0030 8120030 1.000 LS | 1.000 1.00| 500.000 500.00| 550.000 550.00| Flag Control | | | | 0031 8120050 1.000 LS | 2200.000 2200.00| 1860.000 1860.00| 1860.000 1860.00| Minor Traf Devices | | | | 0032 8120102 4.000 Ea | 40.000 160.00| 20.000 80.00| 20.000 80.00| Plastic Drum, High Intensity, Lighted, Fu| | | | 0033 8120103 4.000 Ea | 10.000 40.00| 0.050 0.20| 0.050 0.20| Plastic Drum, High Intensity, Lighted, Op| | | | 0034 8120120 524.000 Sft | 4.000 2096.00| 4.000 2096.00| 4.000 2096.00| Sign, Type B, Temp, Furn | | | | 0035 8120121 524.000 Sft | 1.100 576.40| 0.050 26.20| 0.050 26.20| Sign, Type B, Temp, Oper | | | | 0036 8130005 50.000 Syd | 50.000 2500.00| 45.000 2250.00| 45.000 2250.00| Riprap, Heavy | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $172,242.28| $174,636.68| $190,556.29| __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ CONTRACT ID: Lippincott Blvd __________________________________________________________________________________________________________________________________ |(6) |(7) |(8) | |Bankston Construction, Inc. |John Carlo, Inc. |Kennedy Excavating, Inc. | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030003 4.000 Ea | 2075.000 8300.00| 1570.000 6280.00| 800.000 3200.00| Culv, Rem, Over 48 inch | | | | 0002 2050010 10.000 Cyd | 15.800 158.00| 20.000 200.00| 15.000 150.00| Embankment, CIP | | | | 0003 2050015 275.000 Cyd | 12.800 3520.00| 13.800 3795.00| 5.500 1512.50| Excavation, Channel | | | | 0004 2050016 10.000 Cyd | 5.800 58.00| 29.000 290.00| 12.000 120.00| Excavation, Earth | | | | 0005 2057002 2.260 Sta | 736.000 1663.36| 4000.000 9040.00| 1550.000 3503.00| Project Cleanup and Restoration, Special | | | | 0006 2057021 30.000 Cyd | 18.400 552.00| 50.000 1500.00| 35.000 1050.00| Subgrade Undercutting, Type II, Modified | | | | 0007 2060002 1640.000 Cyd | 21.200 34768.00| 16.200 26568.00| 12.000 19680.00| Backfill, Structure, CIP | | | | 0008 2060010 1800.000 Cyd | 2.220 3996.00| 10.350 18630.00| 8.500 15300.00| Excavation, Fdn | | | | 0009 2080002 12.000 Ft | 10.000 120.00| 26.500 318.00| 40.000 480.00| Erosion Control, Check Dam, Stone | | | | 0010 2080022 1.000 Ea | 40.000 40.00| 240.000 240.00| 65.000 65.00| Erosion Control, Sediment Trap | | | | 0011 2080023 8.000 Cyd | 14.000 112.00| 21.500 172.00| 15.000 120.00| Erosion Control, Maintenance, Sediment Re| | | | 0012 2080025 200.000 Ft | 1.000 200.00| 2.200 440.00| 2.000 400.00| Erosion Control, Silt Fence | | | | 0013 2087050 1.000 Ea | 32400.000 32400.00| 11175.000 11175.00| 5158.000 5158.00| Temporary Channel Diversion, Special | | | | 0014 3067031 300.000 Ton | 23.200 6960.00| 23.300 6990.00| 27.000 8100.00| Aggregate Surface Cse, Modified | | | | 0015 4010885 31.000 Cyd | 45.000 1395.00| 60.500 1875.50| 50.000 1550.00| Culv Bedding, Box Culv | | | | 0016 4017001 56.000 Ft | 737.700 41311.20| 750.000 42000.00| 1250.000 70000.00| Culv, Precast Conc Box, 11 foot by 6 foot| | | | 0017 4040031 148.000 Ft | 3.000 444.00| 5.800 858.40| 7.000 1036.00| Underdrain, Fdn, 4 inch | | | | 0018 4040091 56.000 Ft | 3.000 168.00| 18.000 1008.00| 25.000 1400.00| Underdrain Outlet, 4 inch | | | | 0019 4040111 4.000 Ea | 55.000 220.00| 250.000 1000.00| 125.000 500.00| Underdrain, Outlet Ending, 4 inch | | | | 0020 7060002 70.620 Cyd | 690.000 48727.80| 470.000 33191.40| 696.300 49172.71| Conc, Grade S2 | | | | 0021 7060035 7047.300 Lb | 0.920 6483.52| 2.000 14094.60| 1.460 10289.06| Reinforcement, Steel, Epoxy Coated | | | | 0022 8070000 100.000 Ft | 26.000 2600.00| 20.500 2050.00| 26.400 2640.00| Guardrail, Type B | | | | 0023 8070010 37.500 Ft | 38.000 1425.00| 22.500 843.75| 26.400 990.00| Guardrail, Curved, Type B | | | | 0024 8070042 1.000 Ea | 3900.000 3900.00| 2450.000 2450.00| 2750.000 2750.00| Guardrail Approach Terminal, Type 2B | | | | 0025 8070065 3.000 Ea | 82.000 246.00| 250.000 750.00| 550.000 1650.00| Guardrail Buffered End | | | | 0026 8070080 4.000 Ea | 6.000 24.00| 5.000 20.00| 11.000 44.00| Guardrail Reflector | | | | 0027 8070095 1.000 Ea | 25.000 25.00| 95.000 95.00| 50.000 50.00| Post, Mailbox | | | | 0028 8120005 11.000 Ea | 80.000 880.00| 80.000 880.00| 65.000 715.00| Barricade, Type III, High Intensity, Ligh| | | | 0029 8120006 11.000 Ea | 0.010 0.11| 0.010 0.11| 0.050 0.55| Barricade, Type III, High Intensity, Ligh| | | | 0030 8120030 1.000 LS | 150.000 150.00| 500.000 500.00| 100.000 100.00| Flag Control | | | | 0031 8120050 1.000 LS | 1120.000 1120.00| 13000.000 13000.00| 4785.000 4785.00| Minor Traf Devices | | | | 0032 8120102 4.000 Ea | 50.000 200.00| 50.000 200.00| 16.500 66.00| Plastic Drum, High Intensity, Lighted, Fu| | | | 0033 8120103 4.000 Ea | 0.010 0.04| 0.010 0.04| 0.050 0.20| Plastic Drum, High Intensity, Lighted, Op| | | | 0034 8120120 524.000 Sft | 4.000 2096.00| 4.000 2096.00| 3.300 1729.20| Sign, Type B, Temp, Furn | | | | 0035 8120121 524.000 Sft | 1.000 524.00| 1.000 524.00| 0.050 26.20| Sign, Type B, Temp, Oper | | | | 0036 8130005 50.000 Syd | 32.700 1635.00| 73.000 3650.00| 60.000 3000.00| Riprap, Heavy | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $206,422.03| $206,724.80| $211,332.42| __________________________________________________________________________________________________________________________________ __________________________________________________________________________________________________________________________________ CONTRACT ID: Lippincott Blvd __________________________________________________________________________________________________________________________________ |(9) |(10) |(11) | |C & D Hughes, Inc. |L. D'Agostini & Sons, Inc. |J.E. Kloote Contracting, Inc| LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030003 4.000 Ea | 2500.000 10000.00| 10708.080 42832.32| 2000.000 8000.00| Culv, Rem, Over 48 inch | | | | 0002 2050010 10.000 Cyd | 10.000 100.00| 22.780 227.80| 25.000 250.00| Embankment, CIP | | | | 0003 2050015 275.000 Cyd | 15.000 4125.00| 13.050 3588.75| 20.000 5500.00| Excavation, Channel | | | | 0004 2050016 10.000 Cyd | 10.000 100.00| 5.830 58.30| 25.000 250.00| Excavation, Earth | | | | 0005 2057002 2.260 Sta | 2500.000 5650.00| 6538.690 14777.44| 1500.000 3390.00| Project Cleanup and Restoration, Special | | | | 0006 2057021 30.000 Cyd | 50.000 1500.00| 28.950 868.50| 30.000 900.00| Subgrade Undercutting, Type II, Modified | | | | 0007 2060002 1640.000 Cyd | 15.000 24600.00| 13.020 21352.80| 14.000 22960.00| Backfill, Structure, CIP | | | | 0008 2060010 1800.000 Cyd | 10.000 18000.00| 11.130 20034.00| 9.000 16200.00| Excavation, Fdn | | | | 0009 2080002 12.000 Ft | 10.000 120.00| 10.000 120.00| 95.000 1140.00| Erosion Control, Check Dam, Stone | | | | 0010 2080022 1.000 Ea | 100.000 100.00| 40.000 40.00| 450.000 450.00| Erosion Control, Sediment Trap | | | | 0011 2080023 8.000 Cyd | 1.000 8.00| 20.000 160.00| 20.000 160.00| Erosion Control, Maintenance, Sediment Re| | | | 0012 2080025 200.000 Ft | 2.000 400.00| 1.500 300.00| 4.000 800.00| Erosion Control, Silt Fence | | | | 0013 2087050 1.000 Ea | 10000.000 10000.00| 8277.910 8277.91| 17500.000 17500.00| Temporary Channel Diversion, Special | | | | 0014 3067031 300.000 Ton | 26.000 7800.00| 19.370 5811.00| 21.000 6300.00| Aggregate Surface Cse, Modified | | | | 0015 4010885 31.000 Cyd | 40.000 1240.00| 117.540 3643.74| 58.000 1798.00| Culv Bedding, Box Culv | | | | 0016 4017001 56.000 Ft | 1000.000 56000.00| 502.910 28162.96| 1375.000 77000.00| Culv, Precast Conc Box, 11 foot by 6 foot| | | | 0017 4040031 148.000 Ft | 6.000 888.00| 2.500 370.00| 6.000 888.00| Underdrain, Fdn, 4 inch | | | | 0018 4040091 56.000 Ft | 20.000 1120.00| 5.000 280.00| 20.000 1120.00| Underdrain Outlet, 4 inch | | | | 0019 4040111 4.000 Ea | 150.000 600.00| 50.000 200.00| 275.000 1100.00| Underdrain, Outlet Ending, 4 inch | | | | 0020 7060002 70.620 Cyd | 633.000 44702.46| 633.000 44702.46| 595.000 42018.90| Conc, Grade S2 | | | | 0021 7060035 7047.300 Lb | 1.330 9372.91| 1.330 9372.91| 1.400 9866.22| Reinforcement, Steel, Epoxy Coated | | | | 0022 8070000 100.000 Ft | 23.000 2300.00| 20.000 2000.00| 26.000 2600.00| Guardrail, Type B | | | | 0023 8070010 37.500 Ft | 23.000 862.50| 28.400 1065.00| 26.000 975.00| Guardrail, Curved, Type B | | | | 0024 8070042 1.000 Ea | 2100.000 2100.00| 2480.000 2480.00| 2700.000 2700.00| Guardrail Approach Terminal, Type 2B | | | | 0025 8070065 3.000 Ea | 400.000 1200.00| 175.000 525.00| 550.000 1650.00| Guardrail Buffered End | | | | 0026 8070080 4.000 Ea | 10.000 40.00| 5.000 20.00| 15.000 60.00| Guardrail Reflector | | | | 0027 8070095 1.000 Ea | 100.000 100.00| 50.000 50.00| 90.000 90.00| Post, Mailbox | | | | 0028 8120005 11.000 Ea | 80.000 880.00| 80.000 880.00| 80.000 880.00| Barricade, Type III, High Intensity, Ligh| | | | 0029 8120006 11.000 Ea | 0.010 0.11| 0.010 0.11| 10.000 110.00| Barricade, Type III, High Intensity, Ligh| | | | 0030 8120030 1.000 LS | 2500.000 2500.00| 100.000 100.00| 125.000 125.00| Flag Control | | | | 0031 8120050 1.000 LS | 2500.000 2500.00| 500.000 500.00| 2000.000 2000.00| Minor Traf Devices | | | | 0032 8120102 4.000 Ea | 50.000 200.00| 50.000 200.00| 25.000 100.00| Plastic Drum, High Intensity, Lighted, Fu| | | | 0033 8120103 4.000 Ea | 0.010 0.04| 0.010 0.04| 10.000 40.00| Plastic Drum, High Intensity, Lighted, Op| | | | 0034 8120120 524.000 Sft | 4.000 2096.00| 4.000 2096.00| 4.000 2096.00| Sign, Type B, Temp, Furn | | | | 0035 8120121 524.000 Sft | 1.000 524.00| 1.000 524.00| 0.500 262.00| Sign, Type B, Temp, Oper | | | | 0036 8130005 50.000 Syd | 60.000 3000.00| 74.040 3702.00| 55.000 2750.00| Riprap, Heavy | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $214,729.02| $219,323.04| $234,029.12| __________________________________________________________________________________________________________________________________ CONTRACT ID: Lippincott Blvd __________________________________________________________________________________________________________________________________ |(12) | | | |Davis Construction Inc. | | | LINE / ITEM CODE QTY UNIT| | | | ITEM DESCRIPTION | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| __________________________________________________________________________________________________________________________________ 0001 2030003 4.000 Ea | 1500.000 6000.00| | | Culv, Rem, Over 48 inch | | | | 0002 2050010 10.000 Cyd | 18.000 180.00| | | Embankment, CIP | | | | 0003 2050015 275.000 Cyd | 12.000 3300.00| | | Excavation, Channel | | | | 0004 2050016 10.000 Cyd | 12.000 120.00| | | Excavation, Earth | | | | 0005 2057002 2.260 Sta | 2500.000 5650.00| | | Project Cleanup and Restoration, Special | | | | 0006 2057021 30.000 Cyd | 25.000 750.00| | | Subgrade Undercutting, Type II, Modified | | | | 0007 2060002 1640.000 Cyd | 13.000 21320.00| | | Backfill, Structure, CIP | | | | 0008 2060010 1800.000 Cyd | 10.000 18000.00| | | Excavation, Fdn | | | | 0009 2080002 12.000 Ft | 20.000 240.00| | | Erosion Control, Check Dam, Stone | | | | 0010 2080022 1.000 Ea | 500.000 500.00| | | Erosion Control, Sediment Trap | | | | 0011 2080023 8.000 Cyd | 30.000 240.00| | | Erosion Control, Maintenance, Sediment Re| | | | 0012 2080025 200.000 Ft | 2.000 400.00| | | Erosion Control, Silt Fence | | | | 0013 2087050 1.000 Ea | 45000.000 45000.00| | | Temporary Channel Diversion, Special | | | | 0014 3067031 300.000 Ton | 10.000 3000.00| | | Aggregate Surface Cse, Modified | | | | 0015 4010885 31.000 Cyd | 100.000 3100.00| | | Culv Bedding, Box Culv | | | | 0016 4017001 56.000 Ft | 1600.000 89600.00| | | Culv, Precast Conc Box, 11 foot by 6 foot| | | | 0017 4040031 148.000 Ft | 9.000 1332.00| | | Underdrain, Fdn, 4 inch | | | | 0018 4040091 56.000 Ft | 9.000 504.00| | | Underdrain Outlet, 4 inch | | | | 0019 4040111 4.000 Ea | 300.000 1200.00| | | Underdrain, Outlet Ending, 4 inch | | | | 0020 7060002 70.620 Cyd | 400.000 28248.00| | | Conc, Grade S2 | | | | 0021 7060035 7047.300 Lb | 2.000 14094.60| | | Reinforcement, Steel, Epoxy Coated | | | | 0022 8070000 100.000 Ft | 30.000 3000.00| | | Guardrail, Type B | | | | 0023 8070010 37.500 Ft | 35.000 1312.50| | | Guardrail, Curved, Type B | | | | 0024 8070042 1.000 Ea | 3600.000 3600.00| | | Guardrail Approach Terminal, Type 2B | | | | 0025 8070065 3.000 Ea | 100.000 300.00| | | Guardrail Buffered End | | | | 0026 8070080 4.000 Ea | 10.000 40.00| | | Guardrail Reflector | | | | 0027 8070095 1.000 Ea | 100.000 100.00| | | Post, Mailbox | | | | 0028 8120005 11.000 Ea | 150.000 1650.00| | | Barricade, Type III, High Intensity, Ligh| | | | 0029 8120006 11.000 Ea | 1.000 11.00| | | Barricade, Type III, High Intensity, Ligh| | | | 0030 8120030 1.000 LS | 1000.000 1000.00| | | Flag Control | | | | 0031 8120050 1.000 LS | 1000.000 1000.00| | | Minor Traf Devices | | | | 0032 8120102 4.000 Ea | 100.000 400.00| | | Plastic Drum, High Intensity, Lighted, Fu| | | | 0033 8120103 4.000 Ea | 10.000 40.00| | | Plastic Drum, High Intensity, Lighted, Op| | | | 0034 8120120 524.000 Sft | 3.000 1572.00| | | Sign, Type B, Temp, Furn | | | | 0035 8120121 524.000 Sft | 1.000 524.00| | | Sign, Type B, Temp, Oper | | | | 0036 8130005 50.000 Syd | 50.000 2500.00| | | Riprap, Heavy | | | | __________________________________________________________________________________________________________________________________ CONTRACT TOTALS | $259,828.10| | | __________________________________________________________________________________________________________________________________