Similar Projects
| Last Updated | 03/04/2019 06:44 AM |
| Project Title | 0.60 MI of Hot Mix Asphalt Base Crushing, Shaping and Resurfacing, Concrete Curb and Gutter, Embankment, Earth Excavation, Aggregate Base |
| Physical Address | View project details and contacts |
| City, State (County) | MI (Lapeer County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Paving/Reconstruction |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Item No: 1903 040 Contract ID: 44000-130853 Control Sec: CM 44000 Job No: 130853A Federal No: 1900297 Federal Item: 0.60 mi of hot mix asphalt base crushing, shaping and resurfacing, concrete curb and gutter, embankment, earth excavation, aggregate base, aggregate shoulder, arch culvert, storm sewer, guardrail and pavement markings on Millville Road at Davis Lake Road, Lapeer County. Section: 1 0010 Mobilization, Max $82,000.00 1500001 1.000 Lsum 0020 _ Clearing, Modified 2017002 3.000 Sta 0030 Culv, Rem, Less Than 24 Inch 2030001 1.000 Ea 0040 Culv, Rem, 24 Inch To 48 Inch 2030002 3.000 Ea 0050 Culv, Rem, Over 48 Inch 2030003 1.000 Ea 0060 Dr Structure, Rem 2030011 1.000 Ea 0070 Sewer, Rem, Less Than 24 Inch 2030015 56.000 Ft 0080 Sewer, Rem, 24 Inch To 48 Inch 2030016 190.000 Ft 0090 Curb And Gutter, Rem 2040020 481.000 Ft 0100 Masonry And Conc Structure, Rem 2040045 29.000 Cyd 0110 Embankment, Cip 2050010 1,500.000 Cyd 0120 Excavation, Earth 2050016 2,000.000 Cyd 0130 _ Subgrade Undercutting, Type Ii, Modified 2057021 100.000 Cyd 0140 Erosion Control, Inlet Protection, Fabric Drop 2080020 6.000 Ea 0150 Erosion Control, Silt Fence 2080036 5,000.000 Ft 0160 _ Aggregate Base, Modified 3027031 3,325.000 Ton 0170 Hma Base Crushing And Shaping 3050002 8,683.000 Syd 0180 Salv Crushed Material, Lm 3050015 200.000 Cyd 0190 Maintenance Gravel 3060020 50.000 Ton 0200 _ Approach, Cl i, 6 Inch, Modified 3077011 58.000 Syd 0210 _ Shoulder, Cl i, 6 Inch, Modified 3077011 2,129.000 Syd 0220 Culv, Cl e, Conc, 30 Inch 4010577 98.000 Ft 0230 Culv, Csp Arch, Cl f, 87 Inch By 63 Inch 4010780 190.000 Ft 0240 Culv, Slp End Sect, 1 On 4, 30 Inch, Transv 4010928 2.000 Ea 0250 Sewer, Cl Iv, 18 Inch, Tr Det b 4020989 54.000 Ft 0260 Sewer, Cl Iv, 24 Inch, Tr Det b 4020993 438.000 Ft _ Sewer, Cl a, Perforated Slcpp w/ Sock, 18 Inch, Tr Det b 0270 4027001 781.000 Ft Det b 0270 4027001 781.000 Ft 0280 Dr Structure Cover, Type b 4030010 1.000 Ea 0290 Dr Structure Cover, Type e 4030035 4.000 Ea 0300 Dr Structure Cover, Type j 4030045 3.000 Ea 0310 Dr Structure, 48 Inch Dia 4030210 7.000 Ea 0320 Underdrain, Subgrade, 6 Inch 4040073 622.000 Ft 0330 Hma, 3c 5010031 1,711.000 Ton 0340 Hma, 4e3 5010051 1,711.000 Ton 0350 Curb And Gutter, Conc, Det b2 8020016 622.000 Ft 0360 Shoulder Gutter, Conc, Det 2 8020056 4.000 Ea 0370 Spillway, Conc 8020075 48.000 Ft 0380 Guardrail, Type b 8070000 525.000 Ft 0390 Guardrail, Curved, Type b 8070010 110.000 Ft 0400 Guardrail Approach Terminal, Type 2m 8070044 3.000 Ea 0410 Guardrail Departing Terminal, Type b 8070050 1.000 Ea 0420 Guardrail Reflector 8070080 1.000 Ea 0430 Post, Mailbox 8070095 1.000 Ea 0440 Post, Steel, 3 Lb 8100371 224.000 Ft 0450 Sign, Type Iii, Erect, Salv 8100402 4.000 Ea 0460 Sign, Type Iii, Rem 8100403 10.000 Ea 0470 Sign, Type Iiia 8100404 48.000 Sft 0480 Sign, Type Iiib 8100405 18.000 Sft 0490 Reflective Panel For Permanent Sign Support, 6 Foot 8100616 12.000 Ea 0500 Pavt Mrkg, Polyurea, 24 Inch, Stop Bar 8110114 33.000 Ft 0510 Pavt Mrkg, Waterborne, 4 Inch, White 8110231 645.000 Ft 0520 Pavt Mrkg, Waterborne, 4 Inch, Yellow 8110232 6,556.000 Ft 0530 Pavt Mrkg, Waterborne, 6 Inch, White 8110233 4,011.000 Ft 0540 Pavt Mrkg, Waterborne, 2nd Application, 4 Inch, White 8110251 645.000 Ft 0550 Pavt Mrkg, Waterborne, 2nd Application, 4 Inch, Yellow 8110252 6,556.000 Ft 0560 Pavt Mrkg, Waterborne, 2nd Application, 6 Inch, White 8110253 4,011.000 Ft 0570 Pavt Mrkg, Polyurea, Lt Turn Arrow Sym 8110405 3.000 Ea 0580 Pavt Mrkg, Polyurea, Rt Turn Arrow Sym 8110412 1.000 Ea 0590 Pavt Mrkg, Polyurea, Thru & Rt Turn Arrow Sym 8110417 2.000 Ea 0600 8120012 16.000 Ea Barricade, Type Iii, High Intensity, Double Sided,Lighted, Oper 0610 8120013 16.000 Ea 0620 Minor Traf Devices 8120170 1.000 Lsum 0630 Plastic Drum, High Intensity, Furn 8120250 50.000 Ea 0640 Plastic Drum, High Intensity, Oper 8120251 50.000 Ea 0650 Sign, Type b, Temp, Prismatic, Furn 8120350 444.000 Sft 0660 Sign, Type b, Temp, Prismatic, Oper 8120351 444.000 Sft 0670 Sign, Type b, Temp, Prismatic, Special, Furn 8120352 118.000 Sft 0680 Sign, Type b, Temp, Prismatic, Special, Oper 8120353 118.000 Sft 0690 Traf Regulator Control 8120370 1.000 Lsum 0700 Riprap, Plain 8130010 68.000 Syd 0710 _ Turf Establishment, Performance 8167011 3,917.000 Syd 0720 Power Co. (Est. Cost To Contractor) 8200116 1.000 Dlr 0730 Monument Box 8210001 1.000 Ea 0740 Monument Preservation 8210010 1.000 Ea | ||||||
| Details |
|
||||||
| Bidder's List | View project details and contacts | ||||||
| Prospective Bidders | View project details and contacts | ||||||
| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
