PA 27: PA 173 to Venango Cty Line

The project involves repaving of SR 27 using Superpave wearing course, scratch course, in-place cold recycling 3" depth, base repair, S.E. correction, pavement base drains, paved shoulders Type 6-SP, bridge deck overlays, drainage and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0027, Section 21m, in Crawford County, Randolph and Troy Township(S) from approximately SR 173 at segment 0250 offset 2491 approximately to the Venango County Line at segment 0010 offset 0200. 0203-0001 Cubic Yard 594.000 01 n c Class 1 Excavation 4203-0003 Cubic Yard 115.000 01 n Yes c1 Proj Class 1a Excavation No. 2a Subbase Backfill 0203-0004 Cubic Yard 49.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 624.000 01 n c1, h Class 2 Excavation 0204-0010 Linear Foot 13,729.000 01 n c1, h Cleaning Existing Ditches 0205-0363 Ton 360.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 890.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0365 Ton 140.000 01 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0390 Ton 960.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0001 Linear Foot 46,997.000 01 n c3, h, m2 Geotextile, Class 1 0311-0437 Ton 611.000 03 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0437 Ton 3,018.000 03 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 1,132.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Transverse 4341-0006 Square Yard 82,302.000 01 n Yes e Proj Cold In Place Recycled Bituminous Base Course, 3" Depth With Modifications 0341-0010 Gallon 95,063.000 01 n e Bituminous Material 0405-0001 Dollar 13,500.000 $1.00 $13,500.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0484 Square Yard 2,169.000 03 n f 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-m 0411-0485 Square Yard 603.000 01 n f 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-l 0411-2495 Ton 2,522.000 03 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4484 Square Yard 82,880.000 03 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0411-7470 Ton 2,396.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 88,940.000 01 n f4 Bituminous Tack Coat 4460-0001 Square Yard 82,302.000 01 n Yes f4 Std Bituminous Tack Coat Modified 0461-0001 Square Yard 11,314.000 01 n f4 Bituminous Prime Coat 4469-0001 Linear Foot 33,904.000 01 n Req f2 Std Longitudinal Joint Sealing For New Pavement Surfaces 0491-0019 Square Yard 1,551.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4491-0100 Each 268.000 01 n Req f3 Std Mill And Repair Existing Shoulder 4601-0351 Linear Foot 8.000 01 n Yes h Std 12" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation e 4601-0352 Linear Foot 280.000 01 n Yes h Std 15" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation a 9000-0003 Each 14.000 01 n h Proj Steel End Section, Metallic Coated, 16 Gage For 15" Pipe o 4601-7308 Linear Foot 280.000 01 n Yes h Std 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill Includes Excavation a 0616-1201 Each 14.000 01 n h Concrete End Sections For 15" Pipe o 9000-0004 Linear Foot 280.000 01 n h Std 15" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Includes Excavation Includes Excavation a 9000-0003 Each 14.000 01 n h Proj Steel End Section, Metallic Coated, 16 Gage For 15" Pipe e 4601-0352 Linear Foot 82.000 01 n Yes h Std 15" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-7308 Linear Foot 82.000 01 n Yes h Std 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill Includes Excavation o 9000-0004 Linear Foot 82.000 01 n h Std 15" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Includes Excavation Includes Excavation e 4601-0353 Linear Foot 983.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation a 0616-0009 Each 37.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 4601-7313 Linear Foot 983.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation a 0616-1202 Each 37.000 01 n h Concrete End Sections For 18" Pipe o 4601-9003 Linear Foot 983.000 01 n Yes h Std 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation a 0616-0009 Each 37.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe e 4601-0353 Linear Foot 512.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation o 4601-9003 Linear Foot 512.000 01 n Yes h Std 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation o 4601-2823 Linear Foot 512.000 01 n Yes h Std 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation e 4601-0355 Linear Foot 280.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation a 0616-0011 Each 13.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe o 4601-7326 Linear Foot 280.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill Includes Excavation a 0616-1204 Each 13.000 01 n h Concrete End Sections For 24" Pipe o 4601-9005 Linear Foot 280.000 01 n Yes h Std 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation a 0616-0011 Each 13.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 24" Pipe e 4601-0357 Linear Foot 10.000 01 n Yes h Std 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation a 0616-0013 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 30" Pipe o 4601-7340 Linear Foot 10.000 01 n Yes h Std 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill Includes Excavation a 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe o 4601-9007 Linear Foot 10.000 01 n Yes h Std 30" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation a 0616-0013 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 30" Pipe e 4601-0359 Linear Foot 20.000 01 n Yes h Std 36" Thermoplastic Pipe, Group Iii, 8`-2` Fill Includes Excavation a 0616-0015 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 36" Pipe o 4601-7355 Linear Foot 20.000 01 n Yes h Std 36" Reinforced Concrete Pipe, Type b, 15` - 2` Fill Includes Excavation a 0616-1208 Each 1.000 01 n h Concrete End Sections For 36" Pipe o 4601-9009 Linear Foot 20.000 01 n Yes h Std 36" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Includes Excavation a 0616-0015 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 36" Pipe e 4601-0550 Linear Foot 688.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Includes Excavation o 4601-7014 Linear Foot 688.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation e 4601-0550 Linear Foot 222.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Includes Excavation a 0616-0009 Each 10.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 4601-7014 Linear Foot 222.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation a 0616-1202 Each 10.000 01 n h Concrete End Sections For 18" Pipe e 4601-0551 Linear Foot 146.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Includes Excavation o 4601-7027 Linear Foot 146.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life Includes Excavation e 4601-0552 Linear Foot 40.000 01 n Yes h Std 30" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Includes Excavation o 4601-7043 Linear Foot 40.000 n Yes h Std 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation e 4601-0553 Linear Foot 44.000 01 n Yes h Std 36" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life Includes Excavation a 0616-0015 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 36" Pipe o 4601-7059 Linear Foot 44.000 01 n Yes h Std 36" Reinforced Concrete Pipe, Type a, 20` - 2` Fill, 100 Year Design Life Includes Excavation a 0616-1208 Each 1.000 01 n h Concrete End Sections For 36" Pipe 4601-5401 Linear Foot 28.000 01 n Yes h Proj Relaid Pipe Culvert Includes Excavation 4601-5431 Cubic Yard 18.000 01 n Yes h, k1 Proj Class c Cement Concrete For Miscellaneous Drainage Includes Geotextile 0601-5901 Linear Foot 740.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-7308 Linear Foot 72.000 01 n Yes h Std 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill Includes Excavation 4601-7313 Linear Foot 16.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Includes Excavation 4601-7326 Linear Foot 56.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill Includes Excavation e 4604-0353 Linear Foot 530.000 01 n Yes h Std 18" Perforated Thermoplastic Pipe, Group Iiip, 8`-2` Fill Includes Excavation o 4604-7313 Linear Foot 530.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill Includes Excavation o 4604-2843 Linear Foot 530.000 01 n Yes h Std 18" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Includes Excavation 4605-2730 Set 32.000 01 n Yes k Std Type m Concrete Top Unit And Grate Leafless 0605-2731 Set 4.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 4605-2740 Set 9.000 01 n Yes k Std Type s Concrete Top Unit And Grate Leafless 0605-2741 Set 3.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2750 Set 9.000 01 n k Type d-h Concrete Top Unit And Grates 0605-2850 Each 44.000 01 n k Standard Inlet Box, Height < /= 10` 4605-2850 Each 4.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Includes Pipe Stubs 0605-2882 Each 9.000 01 n k Type d-h Inlet Box, Height < /= 10` 4605-4010 Each 7.000 01 n Req c1, h Proj Remove Existing Inlet 4605-4011 Each 40.000 01 n Req c1, h Proj Remove Existing Endwall 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7001 Linear Foot 46,997.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 540.000 01 n h2 4" Subsurface Drain Outlets 0615-0040 Each 54.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 54.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1201 Each 1.000 01 n h Concrete End Sections For 15" Pipe 0619-0459 Each 16.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 8.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 4.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 3,093.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0595 Linear Foot 50.000 01 n j Structure Mounted Guide Rail 0620-0872 Each 3.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 21.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 713.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 1,875.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 225.000 01 n j Type 31-Sc Guide Rail 0620-1626 Linear Foot 38.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1635 Linear Foot 25.000 01 n j Type 31-Scc Guide Rail 0620-1637 Linear Foot 63.000 03 n j Type 31-Scc Guide Rail With 7` Extra Length Posts 0620-1645 Linear Foot 88.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1650 Each 1.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 0656-0005 Square Yard 21,119.000 01 n e, f Paved Shoulders, Type 6- Sp 4656-0005 Square Yard 7,610.000 01 n Yes e, f Proj Paved Shoulders, Type 6- Sp 8" Depth 0657-0001 Square Yard 1,750.000 01 n e, f Paved Shoulders, Type 7 0660-0021 Linear Foot 33,903.000 01 n f3 Milled Centerline Rumble Strips Type 1 0660-0023 Linear Foot 67,807.000 01 n f3 Milled Shoulder Rumble Strips 4677-0002 Ton 331.000 01 n Yes c1, e Proj Selected Material Surfacing Replace In Kind 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0802-0001 Cubic Yard 117.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 50.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0013 Pound 22.000 01 n m3 Seeding And Soil Supplements - Formula d 0806-0121 Square Yard 217.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 4810-0024 Lump Sum 1.000 01 n Yes m1 Proj Tree Trimming To An Unlimited Height Includes Removal 4810-0052 Each 1.000 01 n Yes a, m1 Proj Selective Tree Removal Including Stump Removal 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0860-0000 Each 36.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 12.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 300.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 0931-0003 Square Foot 1.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 1.000 01 n r Post Mounted Signs, Type f 0937-0105 Each 16.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 160.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0334 Each 56.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0941-0001 Each 118.000 01 n r Reset Post Mounted Signs, Type b 0942-0002 Each 3.000 01 n r Reset Post Mounted Signs, Type c 0945-0001 Each 132.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 135,588.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 245,416.000 01 n o 4" Yellow Waterborne Pavement Markings 0966-0011 Each 112.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0018 Each 223.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0971-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 7.000 01 n r Remove Post Mounted Signs, Type f 9000-0001 Ton 345.000 01 n e Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Pipe Trench 9000-0002 Ton 58.000 01 n e Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Around Inlet 9000-0005 Each 9.000 01 n m2 Proj Inlet Filter Bag For Type d-h Inlet 9000-0006 Each 118.000 01 n x Proj Remove And Relocate Mailbox 9000-6174 Dollar 100,000.000 $1.00 $100,000.00 01 y f Proj Evaluation Of Overall Lot Pay Factor And Payment Of Incentive

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.