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Last Updated | 05/07/2021 02:28 AM |
Project Title | Barbadoes Street Connector Road |
Physical Address | View project details and contacts |
City, State (County) | Norristown, PA 19401 (Montgomery 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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The Description And Location Of The Project Is As Follows: This Project Involves The New Construction Of Barbadoes Street (Municipal Road) For Approximately 275 Linear Feet Between Lafayette Street And Washington Street, Relocation And Reconstruction Of Approximately 835 Linear Feet Of The Schuylkill River Trail, Post Construction Stormwater Management Facilities, Drainage Improvements, Concrete Curb, Concrete Sidewalk, Ada Curb Ramps, Pavement Markings, Signing, Guide Rail, Single Face Concrete Barrier, And Other Miscellaneous Construction, All As Indicated On The Drawings Approved For State Route 3020, Section 530, In Montgomery County, Norristown Municipality For The New Section Of Barbadoes Street Located Approximately 100 Feet West Of The Intersection Of Existing Barbadoes Street And Lafayette Street. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard5,291.000 01**Nc Class 1 Excavation 0203-0004cubic Yard171.000 01nc1 Class 1b Excavation 0204-0001cubic Yard147.000 01nc1, h Class 2 Excavation 0205-0264cubic Yard84.000 01nc1 Selected Borrow Excavation Rock, Class r-4 0205-0281cubic Yard138.000 01nc1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0290cubic Yard34.000 01nc1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0208-0001hour4.000 01nc Special Rolling 0212-0001linear Foot339.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard1,638.000 01nc3, h, m2 Geotextile, Class 4, Type a 0313-0321square Yard1,205.000 01**Ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3 1/2" Depth 0313-0422square Yard190.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0424square Yard1,427.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0426square Yard31.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106square Yard2,898.000 01**Nc, e Subbase 6" Depth (No. 2a) 0350-0108square Yard42.000 01nc, e Subbase 8" Depth (No. 2a) 0413-0195square Yard1,275.000 01**Nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0246square Yard1,387.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0253square Yard190.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-l 0413-6045square Yard1,458.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001square Yard1,387.000 01nf4 Asphalt Tack Coat 0601-0400linear Foot105.000 01nh 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill 0601-7014linear Foot567.000 01nh 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0601-7043linear Foot19.000 01nh 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0604-7014linear Foot210.000 01nh 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life 0605-2401set4.000 01nk Manhole Frame And Cover 0605-2711set8.000 01nk Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850each5.000 01nk Standard Inlet Box, Height < /= 10` 0605-2854each3.000 01nk Type 4 Inlet Box, Height < /= 10` 0605-3011each2.000 01nk Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3012each2.000 01nk Type 4 Manhole, Storm Water, Height >10` And < /= 20` 0608-0001lump Sum1.000 12nx Mobilization 0610-1002linear Foot50.000 01nh2 8" Pipe Underdrain, Type Ii Backfill 0610-7002linear Foot129.000 01nh2 6" Pavement Base Drain 0615-0021linear Foot48.000 01nh2 4" Subsurface Drain Outlets 0616-1202each1.000 01nh Concrete End Sections For 18" Pipe 0620-0400each2.000 01nj Terminal Section, Single 0620-1600linear Foot138.000 01nj Type 31-s Guide Rail 0623-0052linear Foot83.000 01nj1 Single Face Concrete Barrier 0626-0020cubic Yard19.000 01nm2 Corrosion Resistant Gabions, Type a 4627-2090linear Foot168.000 13nyesj1proj Temporary Barrier, Test Level 2, Barrier Deflection Distance < /=9` , With Chain Link Fence 0630-0001linear Foot790.000 01nk Plain Cement Concrete Curb 4630-0001linear Foot397.000 01nyeskproj Plain Cement Concrete Curb , 6" Reveal 4630-0002linear Foot10.000 01nyeskproj Plain Cement Concrete Curb , Transition To Modular Architectural Block System 4664-0100square Foot330.000 01nyesk1, s5proj Modular Architectural Block System , Washington Street 0676-0001square Yard306.000 01nk Cement Concrete Sidewalk 0686-0001each2.000 01nx Right-Of-Way Monuments 0686-0010lump Sum1.000 01nx Construction Surveying, Type a 0689-0005lump Sum1.000 01nx Cpm Schedule, With Updates 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation e0695-0004square Foot84.000 01nk Detectable Warning Surface, Polymer Composite o0695-0003square Foot84.000 01nk Detectable Warning Surface, Polymer Concrete o0695-0002square Foot84.000 01nk Detectable Warning Surface, Cast Iron 0703-0025cubic Yard84.000 01nc1, h No. 57 Coarse Aggregate 0802-0001cubic Yard972.000 01nc1, m Topsoil Furnished And Placed 0804-0011pound24.000 01nm3 Seeding And Soil Supplements - 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