SR 322 Safety and Roadway Project

The description and location of the project is as follows: For the improvement of a certain section of State Highway In Clearfield County, Boggs Township, Commonwealth Of Pennsylvania, State Route 322, Section 271. This project being situated as follows: On State Route 322 from Segment 0730/Offset 0347 to Segment 0690/Offset 0810, for a length of approximately 10,201 feet (1.93 miles). For the restoration of roadway using Superpave Asphalt Mixture Designs for the base, binder and wearing courses, drainage improvements to include 18, 24, 30 and 36 inch pipe, inlets, concrete mountable curb, guide rail, pavement markings and miscellaneous construction as indicated on the approved drawings included in the bid package. 0203-0001 Cubic Yard 966.000 01** n c Class 1 Excavation 4203-0001 Cubic Yard 106.000 01 n Yes c Std Class 1 Excavation With Milled Or Sawcut Vertical Edge 0203-0004 Cubic Yard 147.000 01** n c1 Class 1b Excavation 0203-0006 Linear Foot 3,423.000 01** n g4 Saw Cutting 0204-0001 Cubic Yard 61.000 01 n c1, h Class 2 Excavation 0205-0100 Cubic Yard 443.000 01 n c1 Foreign Borrow Excavation 0205-0281 Cubic Yard 128.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0364 Ton 15.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0367 Ton 27.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0212-0014 Square Yard 222.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0220-0020 Cubic Yard 34.000 01 n k1 Flowable Backfill, Type c 0313-0430 Square Yard 266.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0437 Ton 1,153.000 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 147.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 543.000 01** n c, e Subbase (No. 2a) 0413-0205 Ton 20.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0245 Square Yard 6,893.000 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 462.000 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 0413-6047 Ton 76.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 15,268.000 01** n f4 Asphalt Tack Coat 0461-0001 Square Yard 187.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 6,023.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 556.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0601-0353 Linear Foot 166.000 01 n h Proj 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill e 0601-0353 Linear Foot 106.000 01 n h Proj 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7313 Linear Foot 106.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-0355 Linear Foot 65.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7326 Linear Foot 65.000 01 n h 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill e 0601-0357 Linear Foot 302.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7340 Linear Foot 302.000 01 n h 30" Reinforced Concrete Pipe, Type b, 10` - 2` Fill e 0601-0550 Linear Foot 388.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life o 0601-7014 Linear Foot 388.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-0553 Linear Foot 98.000 01 n h 36" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life o 0601-7058 Linear Foot 98.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, 100 Year Design Life 0605-2710 Set 3.000 01 n k Type c Concrete Top Unit And Grate 0605-2711 Set 1.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2730 Set 2.000 01 n k Type m Concrete Top Unit And Grate 0605-2732 Set 4.000 01 n k Type m Concrete Top Unit And Vane Grate 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 4.000 01 n k Type 4 Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 03 n x Mobilization 0609-0004 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-0002 Linear Foot 202.000 01 n h2 6" Pipe Underdrain Type i Backfill 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 500.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 500.000 01 n j Type 31-s Guide Rail 0627-3020 Linear Foot 200.000 04 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 200.000 04 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0010 Linear Foot 36.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0633-0225 Linear Foot 1,646.000 01 n k Plain Concrete Mountable Curb, Type b 0677-0004 Ton 53.000 01 n c1, e Selected Material Surfacing 4677-0004 Ton 77.000 01** n Yes c1, e Std Selected Material Surfacing Subbase No 2a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 02 y x Internal Facilitation 0696-0610 Each 1.000 04 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0639 Each 1.000 04 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 4802-0001 Cubic Yard 25.000 01 n Yes c1, m Std Topsoil Furnished And Placed Visual Acceptance 0804-0003 Pound 80.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0806-0103 Square Yard 291.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0860-0000 Each 14.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 330.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 04 n q Maintenance And Protection Of Traffic During Construction 0901-0202 Each 4.000 04 n q Floodlights 0901-0240 Square Foot 200.000 04 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 26,169.000 04 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 22,439.000 04 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 537.000 04 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 04 n q 3-Line Changeable Message Sign Without Telecommunications 4901-1000 Linear Foot 660.000 04 n Yes q Std Temporary Removable Rumble Strips . 0931-0001 Square Foot 119.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 22.000 01 n r Post Mounted Signs, Type f 0937-0104 Each 1.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0195 Each 10.000 04 n j1, r Barrier Mounted Delineator, Side Mount Type r, (w/w) 0937-0214 Each 10.000 04 n j1, r Barrier Mounted Delineator, Top-Mount Type Wz, (o/o) 0937-0330 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 5.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0337 Each 9.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0937-0339 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 6.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 17.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 3,411.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 263.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 4,466.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0004 Linear Foot 5,382.000 04 n o2, o3 4" Pavement Marking Removal 0964-0224 Each 4.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0966-0300 Each 65.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0020 Linear Foot 650.000 01 n c1 Proj Windrow Removal

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.