Winter Operators (Bucks, Chester and Montgomery Counties)

The description and location of the project is as follows: This work is the provision of winter equipment with operators (Snow plow, front end loaders, etc.). Work will occur on Various State Routes, In Bucks, Chester And Montgomery Counties, Various Municipalities, in the Commonwealth of Pennsylvania. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 163.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 342.000 01 n g4 Saw Cutting 0205-0264 Cubic Yard 3,484.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0285 Cubic Yard 627.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0016 Square Yard 3,300.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0437 Ton 37.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 253.000 01 n c, e Subbase 8" Depth (No. 2a) 0413-0245 Square Yard 626.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-2074 Ton 37.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6045 Square Yard 216.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 1,468.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0014 Square Yard 626.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 49.000 01 n g Plain Cement Concrete Pavement, 6" Depth e 0601-0313 Linear Foot 21.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-7313 Linear Foot 21.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-0763 Linear Foot 21.000 01 n h 18" Ductile Iron Pipe o 0601-9003 Linear Foot 21.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-7313 Linear Foot 31.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-0763 Linear Foot 31.000 01 n h 18" Ductile Iron Pipe o 0601-9003 Linear Foot 31.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0605-2711 Set 2.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10' 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10' And < /= 20' 0606-0150 Set 2.000 01 n c1, k Grade Adjustment Of Existing Manholes 0606-0160 Set 5.000 01 n c1, k Grade Adjustment Of Existing Water Valves 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0003 Lump Sum 1.000 03 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0618-0022 Each 2.000 01 n h Concrete Collar For 18" Pipe Extension 0627-3020 Linear Foot 150.000 05 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 150.000 05 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0010 Linear Foot 328.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0643-0001 Linear Foot 180.000 05 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 180.000 05 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0676-0001 Square Yard 169.000 01 n k Cement Concrete Sidewalk 0686-0051 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0002 Lump Sum 1.000 03 n x Microcomputer With Battery Backup System, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule e 0695-0004 Square Foot 24.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0003 Square Foot 24.000 01 n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 24.000 01 n k Detectable Warning Surface, Cast Iron 0696-0610 Each 2.000 05 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 05 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001 Cubic Yard 34.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 13.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 3.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 35.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0806-0130 Square Yard 1,133.000 01 n m2 Temporary Long-Term, Rolled Erosion Control Product, Type 4 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0860-0002 Each 7.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 86.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 40.000 05 n q Additional Warning Lights, Type b 0901-0232 Day 40.000 05 n q Additional Warning Lights, Type c 0901-0240 Square Foot 100.000 05 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 1,240.000 05 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 160.000 05 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 05 n q 3-Line Changeable Message Sign Without Telecommunications 0903-0750 Lump Sum 1.000 01 n c Removal Of Temporary Roadway 0931-0003 Square Foot 19.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0962-1002 Linear Foot 520.000 05 n o 8" White Waterborne Pavement Markings 0962-1004 Linear Foot 82.000 05 n o 24" White Waterborne Pavement Markings 0963-0001 Square Foot 500.000 05 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 1,830.000 05 n o2, o3 4" Pavement Marking Removal 0964-0002 Linear Foot 1,140.000 01 n o 4" Yellow Epoxy Pavement Markings 0971-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type b 5018-0050 Lump Sum 1.000 02 n Yes t1 Proj Removal Of Portion Of Existing Bridge , l-275 1091-0331 Linear Foot 103.000 02 n k1 Epoxy Injection Crack Seal e 8030-0001 Lump Sum 1.000 02 n Yes s Std Bridge Structure, As Designed, l-275 a 1002-0053 Pound 87,968.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0112 Each 526.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars a 1002-0113 Each 40.000 02 n s7 Mechanical Splice System For No. 6 Reinforcement Bars o 8000-0001 Lump Sum 1.000 02 n s Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0001 Set 1.000 01 n c1, k Proj Grade Adjustment Of Existing Manholes, Slanted Collar 9000-0002 Linear Foot 55.000 01 n h Proj 18" Temporary Pipe 9000-0003 Linear Foot 512.000 01 n h Proj 66" Temporary Causeway Pipe 9000-0005 Lump Sum 1.000 07 n Zz Proj Waterline Relocation 9000-0007 Dollar 10,000.000 $1.00 $10,000.00 05 y j3 Proj Repair Of Temporary Impact Attenuating Device 9000-0008 Cubic Foot 237.000 02 n s2 Proj Repair Deteriorated Concrete 9000-0009 Lump Sum 1.000 01 n x Proj Waste Management Plan 9000-0010 Lump Sum 1.000 01 n x Proj Health And Safety Plan 9000-0011 Cubic Yard 23.000 01 n c1 Proj Excavation Of Unsuitable Material 9000-0012 Each 2.000 01 n x Proj Solids Sampling For Fill Classification And Disposal 9000-0013 Ton 32.000 01 n v2 Proj Offsite Transport Of Solids 9000-2020 Each 3.000 01 n r Std Covid-19 Safety Plan Sign 9203-0101 Lump Sum 1.000 02 n x Std Temporary Excavation Support And Protection System, l-275

Division 11 -

Equipment.