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Last Updated | 03/05/2022 02:21 AM |
Project Title | 0.10 MI of Culvert Replacement including Hot Mix Asphalt Resurfacing, Concrete Box Culvert, Storm Sewer and Pavement Markings on Vining Road at Blakely Drain North of Prescott Street to the South of Pennsylvania Road |
Physical Address | View project details and contacts |
City, State (County) | MI (Wayne County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
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Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Item No : 2203 044 Contract ID : 82000-212233 Control Sec : EMRP 82000 Job No : 212233A Federal No : 21A1034 0.10 mi of culvert replacement including hot mix asphalt resurfacing, concrete box culvert, storm sewer and pavement markings on Vining Road at Blakely Drain north of Prescott Street to the south of Pennsylvania Road, Wayne County. Section: 1 0005 Mobilization, Max $96,400.00 1100001 1.000 LSUM 0010 _ Clearing, Special 2017002 6.000 Sta 0015 Culv, Rem, Less than 24 inch 2030001 3.000 Ea 0020 Culv, Rem, Over 48 inch 2030003 1.000 Ea 0025 Embankment, CIP 2050010 2,320.000 Cyd 0030 Excavation, Channel 2050015 110.000 Cyd 0035 Excavation, Earth 2050016 800.000 Cyd 0040 Backfill, Structure, CIP 2060002 633.000 Cyd 0045 Excavation, Fdn 2060010 1,180.000 Cyd 0050 Erosion Control, Silt Fence 2080036 1,160.000 Ft 0055 Subbase, CIP 3010002 900.000 Cyd 0060 _ Aggregate Base, Modified 3027031 1,520.000 Ton 0065 Aggregate Surface Cse, 6 inch 3060010 152.000 Syd 0070 Shld, Cl II, 6 inch 3070128 400.000 Syd 0075 Culv End Sect, Conc, 12 inch 4010047 2.000 Ea 0080 Culv End Sect, Conc, 15 inch 4010048 1.000 Ea 0085 Culv End Sect, Conc, 36 inch 4010053 1.000 Ea 0090 Sewer, Cl E, 12 inch, Tr Det B 4020600 278.000 Ft 0095 Sewer, Cl E, 15 inch, Tr Det B 4020601 100.000 Ft 0100 Sewer, Cl E, 18 inch, Tr Det B 4020602 192.000 Ft 0105 Sewer, Cl E, 36 inch, Tr Det B 4020605 292.000 Ft 0110 _ Mh D, 48 inch dia, Cover A 4037050 1.000 Ea 0115 _ Mh D, 48 inch dia, Cover C 4037050 2.000 Ea 0120 _ Mh D, 72 inch dia, Cover C 4037050 1.000 Ea 0125 Underdrain, Fdn, 4 inch 4040031 260.000 Ft 0130 Underdrain Outlet, 4 inch 4040091 20.000 Ft 0135 Underdrain, Outlet Ending, 4 inch 4040111 2.000 Ea 0140 Culv Bedding, Box Culv 4060005 106.000 Cyd 0145 _ Culv, Precast Conc Box, 18 foot by 7 foot 4067001 120.000 Ft 0150 HMA Surface, Rem 5010005 2,000.000 Syd 0155 _ Misc HMA, 3EML 5017031 330.000 Ton 0160 _ Misc HMA, 4EML 5017031 261.000 Ton 0165 _ Misc HMA, 5EML 5017031 198.000 Ton 0170 Reinforcement, Steel, Culv and Headwall 7060091 2,154.000 Lb 0175 Conc, Grade 3500 7062001 15.000 Cyd 0180 Joint Waterproofing 7100001 176.000 Sft 0185 Membrane, Preformed Waterproofing 7100008 4,560.000 Sft 0190 Pavt Mrkg, Regular Dry, 4 inch, White 8110125 1,200.000 Ft 0195 Pavt Mrkg, Regular Dry, 4 inch, Yellow 8110126 400.000 Ft Barricade, Type III, High Intensity, Double Sided, Lighted, Furn 0200 8120012 9.000 Ea Barricade, Type III, High Intensity, Double Sided, Lighted, Oper 0205 8120013 9.000 Ea 0210 Minor Traf Devices 8120170 1.000 LSUM 0215 Sign, Type B, Temp, Prismatic, Furn 8120350 476.000 Sft 0220 Sign, Type B, Temp, Prismatic, Oper 8120351 476.000 Sft 0225 _ Riprap, Heavy, Modified 8137011 90.000 Syd 0230 Slope Restoration, Non-Freeway, Type A 8162001 1,500.000 Syd 0235 Slope Restoration, Non-Freeway, Type C 8162003 500.000 Syd 0240 Contractor Staking 8240001 1.000 LSUM 0245 Staking Plan Errors and Extras, Max $180/hour 8240002 30.000 Hr |
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