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Last Updated 01/17/2020 04:27 AM
Project Title

PA 108 Resurfacing, PA108 - PA 173 to PA 8 Resurface, PA 108/173/258 Slippery Rock Intersection

Physical Address View project details and contacts
City, State (County) PA   (Butler 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 $2,500,000 to $4,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Pa 108 Resurfacing- For The Patching, Superpave Overlay, Drainage, Guiderail And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 108, Section 201, In Butler County Slippery Rock Borough, And Slippery Rock And Worth Townships From Approximately 250 West Of The Lawrence/Butler County At Segment 0440 Offset 1695 To The Lawrence/Butler County Line At Segment 0440 Offset 1945/Segment 0010 Offset 0000 To Approximately The Sr 108/Sr 173/Sr 258 Intersection At Segment 0100 Offset 1816. Pa 108-Pa 173 To Pa 8 Resurface- For The Patching, Superpave Overlay, Drainage, Guiderail And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 108, Section 202, In Butler County Slippery Rock Borough And Slippery Rock Township From Approximately The Sr 108/Sr 173/Sr 258 Intersection At Segment 0120 Offset 0000 To Approximately The Sr 108/Sr 8 Intersection At Segment 0200 Offset 2514. Pa 108/173/258 Slippery Rock Intersection- For The Addition Of a Left Turn Lane, Superpave Overlay, Signal Work And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 108, Section 291, In Butler County Slippery Rock Borough From Approximately 591 Feet West Of The Sr 108/Sr 173/Sr 258 Intersection At Segment 0100 Offset 1225 To Approximately 134 Feet East Of The Sr 108/Sr 173/Sr 258 Intersection At Segment 0120 Offset 0134. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard580.000 01**Nc Class 1 Excavation 4203-0001cubic Yard74.000 01nyescproj Class 1 Excavation Modified 0203-0003cubic Yard37.000 05**Nc1 Class 1a Excavation 0203-0004cubic Yard839.000 05**Nc1 Class 1b Excavation 4203-0004cubic Yard70.000 05**Nyesc1proj Class 1b Excavation Modified 0204-0001cubic Yard7.000 01nc1, h Class 2 Excavation 0204-0010linear Foot445.000 05**Nc1, h Cleaning Existing Ditches 0204-0150cubic Yard213.000 01nc1, h, s Class 4 Excavation 0205-0100cubic Yard197.000 01nc1 Foreign Borrow Excavation 4205-0100cubic Yard29.000 05**Nyesc1proj Foreign Borrow Excavation Modified 0205-0264cubic Yard10.000 06nc1 Selected Borrow Excavation Rock, Class r-4 0205-0363ton60.000 05nc1 Selected Borrow Excavation Rock, Class r-3 0311-0332square Yard456.000 01ne Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 9" Depth 0311-0437ton1,818.000 05**Ne Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4311-0437ton349.000 05**Nyeseproj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified 0350-0106square Yard489.000 01nc, e Subbase 6" Depth (No. 2a) 0350-0121ton54.000 05**Nc, e Subbase (No. 2a) 0411-0482square Yard91,138.000 05**Nf Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-1495ton5,248.000 05**Nf Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6470ton301.000 01**Nf Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004gallon13,461.000 01**Nf4 Bituminous Tack Coat (Ntt/Cntt) 4461-0001square Yard15,090.000 05**Nyesf4proj Bituminous Prime Coat Modified 4467-0001square Yard91,023.000 05**Nyesf2proj Heavy Duty Membranes Modified 0491-0014square Yard89,801.000 05**Nf3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019square Yard649.000 01**Nf3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor e4601-0313linear Foot32.000 06nyeshstd 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill Modified o4601-7313linear Foot32.000 Nyeshstd 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Modified 4601-0351linear Foot150.000 06nyeshstd 12" Thermoplastic Pipe, Group Iii, 8`-2` Fill Modified 0601-5430cubic Yard2.000 06nh, k1 Class a Cement Concrete For Miscellaneous Drainage 4601-5901linear Foot6,161.000 05**Nyesh1proj Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" Modified 0601-7008linear Foot20.000 01nh 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill e0601-7027linear Foot171.000 01nh 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life o0601-2898linear Foot171.000 Nh 24" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life o0601-9445linear Foot171.000 Nh 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life e0601-7509linear Foot47.000 01nh 18" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o0601-4393linear Foot47.000 Nh 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box o0601-5043linear Foot47.000 Nh 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box 0605-2401set1.000 01nk Manhole Frame And Cover 0605-2703each2.000 06nk Inlet Grates For Type d-h Concrete Top Unit 0605-2705each2.000 06nk Ada Compliant Inlet Grate 4605-2711set2.000 01nyeskproj Type c Concrete Top Unit And Bicycle Safe Grate 6" Reveal 0605-2731set7.000 01**Nk Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850each4.000 01**Nk Standard Inlet Box, Height < /= 10` 0605-2854each2.000 01nk Type 4 Inlet Box, Height < /= 10` 0605-3021each1.000 01nk Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0606-0162set6.000 01nc1, k Grade Adjustment Of Existing Utility Boxes 4607-0013vertical Foot2.000 05nyeskproj Rebuilt Inlet Box Modified 0610-7002linear Foot505.000 01nh2 6" Pavement Base Drain 0610-7400cubic Yard5.000 01nh2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022linear Foot12.000 01nh2 6" Subsurface Drain Outlets 0618-0021each2.000 01nh Concrete Collar For 15" Pipe Extension 0618-0024each1.000 01nh Concrete Collar For 24" Pipe Extension 0619-0459each12.000 05**Nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010each6.000 05nj Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011each2.000 05nj Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400each23.000 05**Nj Terminal Section, Single 0620-0503linear Foot9,738.000 05**Nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0585linear Foot100.000 06nj Rubbing Rail 0620-0594linear Foot100.000 06nj Structure Mounted Guide Rail 0620-0872each4.000 06nj Buried-In-Backslope Terminal, Single Panel 0620-0900each7.000 05nc1, j Remove Concrete Anchorage 0620-1600linear Foot6,025.000 05**Nj Type 31-s Guide Rail 0620-1602linear Foot2,075.000 05**Nj Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625linear Foot200.000 05**Nj Type 31-Sc Guide Rail 4620-1645linear Foot663.000 05**Nyesjproj Curved w-Beam Guide Rail At Intersections Modified 0620-1670each27.000 05**Nj Type 31-Strong Post In-Line Anchor 4630-0001linear Foot29.000 01nyeskproj Plain Cement Concrete Curb Cheek Wall 4630-0002linear Foot477.000 01nyeskproj Plain Cement Concrete Curb 6" Reveal 0630-0010linear Foot45.000 06nk Plain Cement Concrete Curb, Including Removal Of Existing Curb 0641-0005square Yard11.000 06nk Plain Cement Concrete Curb Gutter 0676-0001square Yard468.000 01**Nk Cement Concrete Sidewalk 0680-0120square Yard115.000 06nk2, s1 Membrane Waterproofing System Installed On Bridge Deck 0686-0020lump Sum1.000 01nx Construction Surveying, Type b 0695-0002square Foot166.000 01**Nk Detectable Warning Surface, Cast Iron 0802-0001cubic Yard5.000 01nc1, m Topsoil Furnished And Placed 0804-0001pound5.000 01nm3 Seeding And Soil Supplements - 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Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
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 Architectural Plans
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