PA 36 Hudson PM

For The Milling, Patching, Overlay, Drainage And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 36, Section 503, In Clearfield County Bell Township From Approximately 2.7 Miles West Of The Sr 36/Sr 219 Intersection At Segment 0340 Offset 2258 To Segment 0340 Offset 2508. Continuing On State Route 36, Section 503, In Indiana County From Segment 0010 Offset 0000 To Segment 0010 Offset 3010. Then On State Route 36, Section 503 At Segment 0010 Offset 0000 To Segment 0120 Offset 0250 Approximately 0.8 Miles East Of The Gaskill/Bell Township Line. 4203-0001 Cubic Yard 1,363.000 01 n Yes c Proj Class 1 Excavation Modified 4203-0004 Cubic Yard 211.000 01 n Yes c1 Proj Class 1b Excavation Modified 0205-0364 Ton 2,262.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0212-0014 Square Yard 4,063.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 500.000 $1.00 $500.00 01 y z Temporary Project Air Pollution Control 4311-0337 Ton 456.000 01 n Yes e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix Modified 0350-0120 Cubic Yard 539.000 01 n c, e Subbase (No. 2a) 0350-0121 Ton 7.000 01 n c, e Subbase (No. 2a) 4411-0493 Ton 154.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g Modified 0411-7470 Ton 14,551.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0002 Gallon 8,333.000 01 n f4 Bituminous Tack Coat 4461-0001 Square Yard 5,722.000 01 n Yes f4 Proj Bituminous Prime Coat Modified 0467-0001 Square Yard 1,373.000 01 n f2 Heavy Duty Membranes 0491-0019 Square Yard 92,019.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4501-0024 Square Yard 3.000 01 n Yes g Proj Plain Cement Concrete Pavement, 6" Depth Modified 0601-0312 Linear Foot 8.000 01 n h 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0601-5431 Cubic Yard 10.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 4601-5901 Linear Foot 2,100.000 01 n Yes h1 Proj Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" Modified e 4601-7014 Linear Foot 40.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Modified o 4601-0773 Linear Foot 40.000 n Yes h Std 18" Ductile Iron Pipe, 100 Year Design Life Modified 4601-7308 Linear Foot 36.000 01 n Yes h Std 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill Modified 4601-7313 Linear Foot 8.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Modified e 4604-0313 Linear Foot 305.000 01 n Yes h Proj 18" Perforated Thermoplastic Pipe, Group Ip, 15`-1.5` Fill Modified o 4604-7313 Linear Foot 305.000 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, (Open Joint), 15` - 1.5` Fill Modified o 4604-9033 Linear Foot 305.000 n Yes h Proj 18" Perforated Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage Modified 0605-2731 Set 6.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10` 4606-0050 Set 33.000 01 n Yes c1, k Proj Grade Adjustment Of Existing Inlets Modified 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 0616-1251 Each 2.000 01 n h Thermoplastic End Section For 15" Pipe 0619-0459 Each 4.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 9.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 4,338.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1601 Linear Foot 1,350.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1602 Linear Foot 625.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1627 Linear Foot 2,813.000 01 n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1635 Linear Foot 13.000 01 n j Type 31-Scc Guide Rail 4620-1645 Linear Foot 138.000 01 n Yes j Proj Curved w-Beam Guide Rail At Intersections Modified 0620-1670 Each 10.000 01 n j Type 31-Strong Post In-Line Anchor 4677-0001 Cubic Yard 326.000 01 n Yes c1, e Proj Selected Material Surfacing Modified 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 50.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 50.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 58,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 58,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0937-0105 Each 14.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 56.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0321 Each 8.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0937-0323 Each 30.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0332 Each 210.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0962-1000 Linear Foot 114,400.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 118,800.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0309 Linear Foot 4,314.000 01 n f Proj Bituminous Pavement Drain 9000-0411 Linear Foot 1,710.000 01 n f Proj Bituminous (Wma) Patch Drain 9000-6174 Dollar 18,100.000 $1.00 $18,100.00 01 y f Proj Superpave Pwt Incentive 9203-0001 Linear Foot 9,015.000 01 n f3 Proj Remove Existing Wedge Curb And Existing Debris 9203-0004 Cubic Yard 3,969.000 01 n f1 Proj Class 1b Excavation For Longitudinal Patching 9203-0005 Cubic Yard 33.000 01 n c1 Proj Class 1b Excavaton For Inlet Aprons, Includes Base Course 9204-0001 Each 2.000 01 n c1 Proj Test Pits For Underground Utilities 9311-0337 Ton 8,573.000 01 n f1 Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix (Longitudinal Surface Patching)

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.