PA56/SR4028 Intersection

This project is for the widening of approximately 0.7 miles of SR 0056 in Bedford County to provide a center turn lane. Other work included in this project are guiderail and drainage improvements, pavement base drain, signing and pavement marking, erosion control measures, replacing two box culverts with elliptical pipes and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0056, Section 24s in Bedford County, East St. Clair Township at the locations indicated on the plans in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0202-0002 Lump Sum 1.000 01 n b Demolition 0202-0003 Lump Sum 1.000 01 n b Demolition 0202-0004 Lump Sum 1.000 01 n b Demolition 0202-0005 Lump Sum 1.000 01 n b Demolition 0202-0006 Lump Sum 1.000 01 n b Demolition 0202-0007 Lump Sum 1.000 01 n b Demolition 0202-0008 Lump Sum 1.000 01 n b Demolition 0202-0010 Lump Sum 1.000 01 n b Demolition 0202-0011 Lump Sum 1.000 01 n b Demolition 0202-0012 Lump Sum 1.000 01 n b Demolition 0202-0013 Lump Sum 1.000 01 n b Demolition 0202-0014 Lump Sum 1.000 01 n b Demolition 0202-0015 Lump Sum 1.000 01 n b Demolition 0202-0016 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 5,707.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 317.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 1,982.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 2,547.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 1,477.000 01 n c1, h, s Class 4 Excavation 4205-0266 Cubic Yard 87.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-6 Choked With r-4 4205-0267 Cubic Yard 182.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 Choked With r-4 0212-0014 Square Yard 14,688.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0220-0010 Cubic Yard 56.000 01 n k1 Flowable Backfill, Type b 0220-0020 Cubic Yard 17.000 01 n k1 Flowable Backfill, Type c 0311-0322 Square Yard 1,660.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0324 Square Yard 1,493.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0311-0325 Square Yard 9,815.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0311-0337 Ton 461.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0335 Square Yard 262.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 11" Depth 0350-0106 Square Yard 11,630.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 53.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 63.000 01 n c, e Subbase (No. 2a) 0411-0482 Square Yard 23,477.000 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-h 0411-0492 Ton 14.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-1495 Ton 1,559.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6450 Square Yard 9,815.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6470 Ton 575.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 55,235.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 820.000 01 n f4 Bituminous Prime Coat 0491-0014 Square Yard 2,235.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 3,247.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0601-6108 Linear Foot 80.000 01 n h 53" x 83" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill, 100 Year Design Life 0601-6110 Linear Foot 94.000 01 n h 63" x 98" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill, 100 Year Design Life 0601-7014 Linear Foot 15.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-7313 Linear Foot 35.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe o 0601-9003 Linear Foot 35.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage a 0616-0009 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 0601-0400 Linear Foot 35.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill a 0616-1252 Each 1.000 01 n h Thermoplastic End Section For 18" Pipe e 0601-7313 Linear Foot 534.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9003 Linear Foot 534.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-0400 Linear Foot 534.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill e 0601-7313 Linear Foot 216.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0400 Linear Foot 216.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill e 0601-7327 Linear Foot 26.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill a 0616-1204 Each 2.000 01 n h Concrete End Sections For 24" Pipe o 0601-0402 Linear Foot 26.000 01 n h 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill a 0616-1254 Each 2.000 01 n h Thermoplastic End Section For 24" Pipe e 0601-7327 Linear Foot 135.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill o 0601-0402 Linear Foot 135.000 01 n h 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill e 0601-7363 Linear Foot 144.000 01 n h 42" Reinforced Concrete Pipe, Type b, 15` - 2` Fill o 0601-0407 Linear Foot 144.000 01 n h 42" Thermoplastic Pipe, Group Vi, 15`-2` Fill e 0601-7511 Linear Foot 74.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0560 Linear Foot 74.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life e 0601-7511 Linear Foot 188.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1202 Each 2.000 01 n h Concrete End Sections For 18" Pipe o 0601-0560 Linear Foot 188.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe e 0601-7525 Linear Foot 67.000 01 n h 30" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1206 Each 1.000 01 n h Concrete End Sections For 30" Pipe o 0601-0563 Linear Foot 67.000 01 n h 30" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life a 0616-1256 Each 1.000 01 n h Thermoplastic End Section For 30" Pipe e 0601-7710 Linear Foot 91.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box a 0616-1202 Each 2.000 01 n h Concrete End Sections For 18" Pipe o 0601-0500 Linear Foot 91.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box a 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe 0601-8311 Linear Foot 20.000 01 n h 15" Reinforced Concrete Pipe, Type b, < 1.5` Fill 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2610 Each 1.000 01 n k Type d-e Endwall 4605-2620 Each 1.000 01 n Yes k Proj Type d-w Endwall For Elliptical Pipe 0605-2731 Set 12.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 4.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 16.000 01 n k Standard Inlet Box, Height < /= 10` 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 4610-7002 Linear Foot 8,754.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0610-7400 Cubic Yard 62.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0021 Linear Foot 905.000 01 n h2 4" Subsurface Drain Outlets 0615-0022 Linear Foot 135.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 11.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 11.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1251 Each 1.000 01 n h Thermoplastic End Section For 15" Pipe 0619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 7.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 2,989.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1025 Linear Foot 300.000 01 n j Type 2-w Guide Rail 4620-1025 Linear Foot 200.000 01 n Yes j Proj Type 2-w Guide Rail With 7` Extra Length Posts 0620-1050 Linear Foot 50.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 50.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 2,275.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail 0620-1650 Each 5.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 12.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 96.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 192.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001 Linear Foot 371.000 01 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 445.000 01 n k Plain Concrete Mountable Curb, Type a 0660-0024 Linear Foot 7,655.000 01 n f3 Milled Edgeline Rumble Strips 0677-0001 Cubic Yard 152.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 6.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 1,841.000 01 n c1, h No. 1 Coarse Aggregate 0703-0024 Cubic Yard 23.000 01 n c1, h No. 2a Coarse Aggregate 0703-0025 Cubic Yard 4.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 378.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 48.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 594.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 9.000 01 n m3 Seeding - Formula e 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0806-0113 Square Yard 2,946.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 9,931.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 4808-4101 Each 498.000 01 n Yes m Proj Red Osier Dogwood - (2` Ht. b.r.) With Protective Tubes 0810-0052 Each 39.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 1,287.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 914.000 01 n c1 Rock, Class r-4 0850-0033 Cubic Yard 128.000 01 n c1 Rock, Class r-5 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 12.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 4.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 2,322.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 17,645.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 19,587.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 159.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0700 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0901-0710 Each 1.000 01 n p Temporary Traffic Control Signal Reset (Either Permanent Or Portable) 0901-0713 Each 1.000 01 n p Temporary Traffic Control Signal Reset (Either Permanent Or Portable) 0901-0720 Each 1.000 01 n p Temporary Traffic Signals (Either Permanent Or Portable) 0931-0003 Square Foot 360.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 52.000 01 n r Post Mounted Signs, Type f 0937-0104 Each 20.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 31.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 4937-0300 Each 24.000 01 n Yes r Proj Flexible Delineator Post, Surface-Mount Type Sm-1, White Post With White Sheeting 24" Height 0937-0330 Each 38.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0331 Each 5.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0941-0001 Each 13.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 19.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 20,767.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 25,248.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 19,588.000 01 n o2, o3 Pavement Marking Removal 0965-0224 Each 30.000 01 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type f 1018-0060 Lump Sum 1.000 01 n c1, t1 Removal Of Existing Culvert 1018-0061 Lump Sum 1.000 01 n c1, t1 Removal Of Existing Culvert 1999-9999 Hour 1,000.000 01 n z Std Trainees 9000-0005 Each 6.000 01 n x Std Utility Test Hole 9000-0006 Linear Foot 146.000 01 n h Std 19" x 30" Temporary Pipe 9000-0007 Linear Foot 101.000 01 n h Std 30" Temporary Pipe 9000-0008 Linear Foot 10.000 01 n h Std 43" x 68" Temporary Pipe 9000-0076 Lump Sum 1.000 01 n x Std Stream Mitigation As-Builts 9000-0077 Lump Sum 1.000 01 n x Std Scm As-Built Survey, Drawings & Certification 9000-1001 Lump Sum 1.000 01 n m2 Proj Sandbag Dike 1 9000-1002 Lump Sum 1.000 01 n m2 Proj Sandbag Dike 2 9000-1003 Lump Sum 1.000 01 n m2 Proj Sandbag Dike 3 9000-1004 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Channel Bypass 1 9000-1005 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Channel Bypass 2 9000-1006 Lump Sum 1.000 01 n c1, m2 Proj Temporary Sandbag Diversion 9000-1007 Cubic Yard 72.000 01 n c1, m2 Proj Clay, 6" Depth 9000-1008 Cubic Yard 1,228.000 01 n m2 Proj Amended Soil 9000-1009 Cubic Yard 670.000 01 n m Proj Soil Media For Constructed Filter 9000-1010 Linear Foot 34.000 01 n h Proj 4" Pvc Pipe, Schedule 40 9000-1011 Linear Foot 70.000 01 n h2 Proj 4" Pipe Underdrain For Constructed Filter 9000-1012 Each 1.000 01 n h Proj Existing 12" Pipe Adjustment 9000-1013 Each 1.000 01 n h Proj Existing 6" Pipe Adjustment 9000-1014 Each 1.000 01 n h Proj Existing 15" Pipe Adjustment 9000-1015 Each 1.000 01 n k Proj Type d-w Endwall For Elliptical Pipe 9000-1016 Each 1.000 01 n k Proj Type d-w Endwall For Elliptical Pipe 9000-1017 Each 1.000 01 n k Proj Type d-w Endwall For Elliptical Pipe 9000-1018 Pound 5.000 01 n m3 Proj Perennial Food And Cover Wetland Mix 9203-0101 Lump Sum 1.000 01 n c1, s5 Std Temporary Excavation Support And Protection System 9203-0102 Lump Sum 1.000 01 n c1, s5 Std Temporary Excavation Support And Protection System

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.